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CALCS - 19-00015 - 2300 University Blvd - Madison High School Classroom & Gym Addition
Project: Contractor: Address: Address: Telephone: 543 Structure attachment fitting or tension-only bracing system: Type of brace:1007.5 Angle of brace:Sway brace (pipe attachment) fitting: Least radius of gyration:* L/R value:*1007.5 Maximum horizontal load: Orientation of connecting surface: VERTICAL Fastener: Type: Diameter: TOP CORD Maximum load: Brace identification no. Diameter Type Wp Total Weight 1 in.Sch 40 5.00 ft 2.05 lb/ft 0.5 5.13 lb 1 1/4 in.Sch 40 0.00 ft 2.92 lb/ft 0.5 0.00 lb 1 1/2 in.Sch 40 115.00 ft 3.61 lb/ft 0.5 207.58 lb 2 in.Sch 10 0.00 ft 4.22 lb/ft 0.5 0.00 lb 2 1/2 in.Sch 10 0.00 ft 5.89 lb/ft 0.5 0.00 lb 3 in.Sch 10 40.00 0 7.94 lb/ft 0.5 158.80 lb 4 in.Sch 40 0.00 ft 16.31 lb/ft 0.5 0.00 lb 6 in.Sch 10 ft 23.03 lb/ft 0.5 0.00 lb 8 in.Sch 10 ft 40.08 lb/ft 0.5 0.00 lb Total weight 371.50 lb 427.23 lb *Excludes tension-only bracing systems c 2006 National Fire Protection Association FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form 40 Sprinkler System Load Calculation [Fp= __.5____ Wp (default is 0.5)] (to be used on plans) 5 _30-44__ Degree from Vertical Length (ft) CONN. ANGLE B 500 SEE CALCULATIONS FOR DEGREE FROM VERTICAL NFPA 13 (p. 1 of 1) Weight per ft REXBURG, ID Length of brace: Diameter of brace: 10'6" 1 in. 115 Make: Afcon Listed load rating: 2015 (Provide detail on plans) Sheet __1__ of __2__ Seismic Brace Attachments Fp x 1.15 Total (ft) Laterial Seismic Bracing Calculations Phoenix Fire Protection 4130 Airport Road Nampa, Idaho 83687 (208) 461-9117 18-238 MADISON SCHOOL ADDITION 200 UNIVERSITY BLVD 3" Sch 10 Lateral Table 9.3.5.5.2(a) Brace Information (208) 468-9115 Model: #077Make: Afcon Adjusted load rating per 9.3.5.2.3: Adjusted load rating per 9.3.5.2.3: BRACING DISTANCE 35'= Schedule 40 1/4" Seismic Brace Assembly Detail 45 -594 deg 0.42 300 BEAM CLAMP 582 Fastener Information Model: #410 Listed load rating: 2015 Project: Contractor: Address: Address: Telephone: Fax: Structure attachment fitting or tension-only bracing system: Type of brace:1007.5 Angle of brace:Sway brace (pipe attachment) fitting: Least radius of gyration:* L/R value:*1007.5 Maximum horizontal load: Orientation of connecting surface: VERTICAL Fastener: Type: Diameter: TOP CORD WOOD Maximum load: Diameter Type Wp Total Weight 1 in.Sch 40 0.00 ft 2.05 lb/ft 0.5 0.00 lb 1 1/4 in.Sch 40 0.00 ft 2.93 lb/ft 0.5 0.00 lb 1 1/2 in.Sch 40 0.00 ft 3.61 lb/ft 0.5 0.00 lb 2 in.Sch 40 0.00 ft 5.11 lb/ft 0.5 0.00 lb 2 1/2 in.Sch 10 0.00 ft 5.89 lb/ft 0.5 0.00 lb 3 in.Sch 10 80.00 ft 7.94 lb/ft 0.5 317.60 lb 4 in.Sch 10 0.00 ft 11.79 lb/ft 0.5 0.00 lb 6 in.Sch 10 ft 23.03 lb/ft 0.5 0.00 lb 8 in.Sch 10 ft 40.08 lb/ft 0.5 0.00 lb Total weight 317.60 lb 365.24 lb *Excludes tension-only bracing systems c 2006 National Fire Protection Association FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form Longitudinal Seismic Bracing Calculations Sheet __2__ of __2__ 18-238 MADISON SCHOOL ADDITION Phoenix Fire Protection 200 UNIVERSITY BLVD 4130 Airport Road 3" Sch 10 Lateral Table 9.3.5.5.2(a)Nampa, Idaho 83687 (208) 468-9115 (208) 461-9117 Brace Information Seismic Brace Attachments Length of brace:10'6" Diameter of brace:1 in.Make: Afcon Model: #077 Fastener Information Seismic Brace Assembly Detail Schedule 40 Listed load rating: 2015 Adjusted load rating per 9.3.5.2.3: 45 -594 deg 0.42 Make: Afcon Model: #410 300 Listed load rating: 1000 Adjusted load rating per 9.3.5.10.3: 582 Length (ft)Total (ft)Weight per ft (Provide detail on plans) BEAM CLAMP 1/4" CONN. ANGLE B 500 SEE CALCULATIONS FOR DEGREE FROM VERTICAL Sprinkler System Load Calculation [Fp= ______ Wp (default is 0.5)] NFPA 13 (p. 1 of 1) 80 Fp x 1.15 Project Name : Madison High School Drawing No. : 18-238 Project Location: 200 University Blvd City: Rexburg, Idaho 83440 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) 1 OG 1 1482 479.3 Required 74.8 0.15 37.1 6 250 6.27Demand (HW) 2 LIGHT HAZARD 1650 278.7 Required 76.3 0.1 33 5 100 5.48.7Demand (HW) 4 LIGHT HAZARD 1320 233.5 Required 47.1 0.1 33 4 100 34.68.7Demand (HW) Date 10/10/2018 Page 1 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).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) 1 Science Lab #1 OG 1 0.15 1482 247 6 0 250 479.3 74.8 Wet 739.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 04/26/2018 ON SITE SRC Room Design Method Project Name : Madison High School Contract No. : 18-238 Project Location: 200 University Blvd City: Rexburg, Idaho 83440 Date: 9/25/2018 Name of Contractor: Phoenix Fire Protection Address: 4130 Airport Rd. Phone Number: (208) 468-9115 Name of Designer: Ryan Templeton Authority Having Jurisdiction: State Fire Marshall City: Nampa, ID 83647 E-mail: ryant@phoenixfp.com Job Information Contractor Information Notes Date 10/10/2018 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Diagram for Design Area : 1 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 10/10/2018 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 1 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 82 1340 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 82 75 1340 81.7 479.3 74.8 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) 229.3 0 0 229.3 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 74.8 229.3 N/A Sprinklers Other Date 10/10/2018 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 1 Date 10/10/2018 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 82Supply point #1 - Static 1340S2 75Supply point #2 - Residual 0D1 6.7Elevation Pressure 229.3D2 74.8System Demand 479.3D3 74.8System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 241.6Supply81.7 6.2 479.3 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 S101 14 0.15 37.1 7 0.153 7.337.7247Overhead Sprinkler S102 14 0.15 37.1 7 0.159 7.939.2247Overhead Sprinkler S103 14 0.15 37.1 7 0.15 737.1247Overhead Sprinkler S104 14 0.15 37.1 7 0.158 7.738.9247Overhead Sprinkler S105 14 0.15 37.1 7 0.154 7.438.1247Overhead Sprinkler S106 14 0.15 37.1 7 0.155 7.538.2247Overhead Sprinkler Date 10/10/2018 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 13.5 Node NODE 10 -8 0002 13.5 Node NODE 13.2 -8 0051 13.5 Node NODE 19.1 -8 0053 13.5 Node NODE 19.4 -8 0054 13.5 Node NODE 20.4 -8 0055 13.5 Node NODE 20.9 -8 0062 13.5 Node NODE 33.3 -8 0064 13.5 Node NODE 34.9 -8 0065 13.5 Node NODE 35.8 -8 0067 13.5 Node NODE 36.7 -8 0069 13.5 Node NODE 38.3 -8 0077 13.5 Node NODE 57.7 -8 0079 13.5 Node NODE 57.7 -8 0080 13.5 Node NODE 57.8 -8 0081 13.5 Node NODE 57.7 -8 0082 13.5 Node NODE 57.6 -8 0083 13.5 Node NODE 57.6 -8 0103 13.5 Node NODE 20.4 -8 0105 13.5 Node NODE 19.9 -8 0195-I 11.33 Node NODE 62.9 -7.1 0195-O 12.13 Node NODE 62 -7.4 0196-I 9.3 Node NODE 63.8 -6.2 0196-O 9.68 Node NODE 63.7 -6.4 0197-I 6.12 Node NODE 69 -4.8 0197-O 8.55 Node NODE 64.2 -5.9 Date 10/10/2018 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 0200 -5 Node NODE 74.5 0 0597 13.5 Node NODE 35.9 -8 0599 13.5 Node NODE 35.9 -8 0600 13.5 Node NODE 35.8 -8 0601 13.5 Node NODE 35.7 -8 0602 13.5 Node NODE 35.7 -8 0661 13.5 Node NODE 12.8 -8 0663 13.5 Node NODE 12.7 -8 0678 13.5 Node NODE 9.6 -8 0680 13.5 Node NODE 9 -8 0688 13.5 Node NODE 9.5 -8 0690 13.5 Node NODE 8.8 -8 0700 13.5 Node NODE 9.3 -8 S101 10.5 Overhead Sprinkler HEAD 14 Open 37.7 0.7 247 0.153 7.3 -6.7 7 37.1 S102 10.5 Overhead Sprinkler HEAD 14 Open 39.2 2.2 247 0.159 7.9 -6.7 7 37.1 S103 10.5 Overhead Sprinkler HEAD 14 Open 37.1 0 247 0.15 7 -6.7 7 37.1 S104 10.5 Overhead Sprinkler HEAD 14 Open 38.9 1.9 247 0.158 7.7 -6.7 7 37.1 S105 10.5 Overhead Sprinkler HEAD 14 Open 38.1 1.1 247 0.154 7.4 -6.7 7 37.1 S106 10.5 Overhead Sprinkler HEAD 14 Open 38.2 1.2 247 0.155 7.5 -6.7 7 37.1 SRC -5 Supply SUPPLY -229.3 74.8 0 Date 10/10/2018 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: S103 0680 10.5 13.5 14 37.1 37.1 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.4062 7 -1.3 3.2 0680 0678 13.5 13.5 0 37.1 1.5 1.68 16 0 16 120 0.041 9 0 0.7 0678 0663 13.5 13.5 38.2 75.3 1.5 1.68 1x(us.Tee-Br)=9.84 10.7 9.84 20.54 120 0.1524 9.6 0 3.1 0663 0661 13.5 13.5 0 75.3 3 3.26 16 0 16 120 0.006 12.7 0 0.1 0661 0002 13.5 13.5 77.4 152.7 3 3.26 18 0 18 120 0.0224 12.8 0 0.4 0002 0051 13.5 13.5 76.7 229.3 3 3.26 2x(us.Tee-Br)=40.32 83.35 40.32 123.67 120 0.0475 13.2 0 5.9 0051 0053 13.5 13.5 -90.2 139.1 2 2.157 2.37 0 2.37 120 0.1406 19.1 0 0.3 0053 0054 13.5 13.5 -45.3 93.8 2 2.157 13.46 0 13.46 120 0.0678 19.4 0 0.9 0054 0055 13.5 13.5 -44.8 49 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0204 20.4 0 0.6 0055 0062 13.5 13.5 0 49 1.25 1.38 68.97 0 68.97 120 0.1793 20.9 0 12.4 0062 0064 13.5 13.5 -13.8 35.2 1.25 1.38 16 0 16 120 0.097 33.3 0 1.6 0064 0065 13.5 13.5 -8 27.1 1.25 1.38 15.79 0 15.79 120 0.06 34.9 0 0.9 0065 0067 13.5 13.5 0.1 27.2 1.25 1.38 15.12 0 15.12 120 0.0602 35.8 0 0.9 0067 0069 13.5 13.5 7.9 35 1.25 1.38 16 0 16 120 0.0964 36.7 0 1.5 0069 0077 13.5 13.5 14 49 1.25 1.38 1x(us.Tee-Br)=6 102.4 6 108.4 120 0.1793 38.3 0 19.4 0077 0079 13.5 13.5 0 49 4 4.26 16 0 16 120 0.0007 57.7 0 0.0 Date 10/10/2018 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: 0079 0080 13.5 13.5 44.8 93.8 4 4.26 1x(us.Tee-Br)=26.33 10.29 26.33 36.63 120 0.0025 57.7 0 0.1 0080 0195-O 13.5 12.13 135.6 229.3 4 4.26 1x(coupling)=1.32 4x(us.90)=52.67 226.03 53.98 280.01 120 0.0129 57.8 0.6 3.6 0195-O 0195-I 12.13 11.33 0 229.3 4 0 0.8 0 0.8 0 0.6931 62 0.3 0.6 CV-1 FR Check *** 0195-I 0196-O 11.33 9.68 0 229.3 4 4.26 1x(coupling)=1.32 1.65 1.32 2.97 120 0.0129 62.9 0.7 0.0 0196-O 0196-I 9.68 9.3 0 229.3 4 0 0.38 0 0.38 0 0 63.7 0.2 0 Riser Manifold *** 0196-I 0197-O 9.3 8.55 0 229.3 4 4.26 1x(coupling)=1.32 0.75 1.32 2.06 120 0.0129 63.8 0.3 0.0 0197-O 0197-I 8.55 6.12 0 229.3 4 0 2.43 0 2.43 0 1.5354 64.2 1.1 3.7 AmesC200V *** 0197-I 0200 6.12 -5 0 229.3 4 4.26 3x(us.90)=39.5 17.3 39.5 56.81 120 0.0129 69 4.8 0.7 0200 SRC -5 -5 0 229.3 6 6.08 190.74 0 190.74 150 0.0015 74.5 0 0.3 SRC 74.8 2Path No: S101 0700 10.5 13.5 14 37.7 37.7 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.4201 7.3 -1.3 3.4 0700 0001 13.5 13.5 0 37.7 1.5 1.68 16 0 16 120 0.0424 9.3 0 0.7 0001 0002 13.5 13.5 38.9 76.7 1.5 1.68 1x(us.Tee-Br)=9.84 10.7 9.84 20.54 120 0.1576 10 0 3.2 0002 13.2 3Path No: S105 0688 10.5 13.5 14 38.1 38.1 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.4283 7.4 -1.3 3.4 0688 0661 13.5 13.5 39.2 77.4 1.5 1.68 1x(us.Tee-Br)=9.84 10.7 9.84 20.54 120 0.1603 9.5 0 3.3 0661 12.8 Date 10/10/2018 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: S106 0678 10.5 13.5 14 38.2 38.2 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.4308 7.5 -1.3 3.4 0678 9.6 5Path No: S104 0001 10.5 13.5 14 38.9 38.9 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.4454 7.7 -1.3 3.6 0001 10 6Path No: S102 0690 10.5 13.5 14 39.2 39.2 1 1.049 1x(us.90)=2 3 2 5 120 0.4517 7.9 -1.3 2.3 0690 0688 13.5 13.5 0 39.2 1.5 1.68 16 0 16 120 0.0456 8.8 0 0.7 0688 9.5 7Path No: 0051 0105 13.5 13.5 0 90.2 2 2.157 12.96 0 12.96 120 0.0631 19.1 0 0.8 0105 0103 13.5 13.5 -45 45.3 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0176 19.9 0 0.5 0103 0083 13.5 13.5 0 45.3 1.25 1.38 1x(us.Tee-Br)=6 234.28 6 240.28 120 0.1547 20.4 0 37.2 0083 0082 13.5 13.5 0 45.3 4 4.26 16 0 16 120 0.0006 57.6 0 0.0 0082 0081 13.5 13.5 45 90.2 4 4.26 15.33 0 15.33 120 0.0023 57.6 0 0.0 0081 0080 13.5 13.5 45.3 135.6 4 4.26 1x(us.Tee-Br)=26.33 3.16 26.33 29.5 120 0.0049 57.7 0 0.1 0080 57.8 8Path No: 0053 0081 13.5 13.5 0 45.3 1.25 1.38 2x(us.Tee-Br)=12 234.28 12 246.28 120 0.1551 19.4 0 38.2 0081 57.7 Date 10/10/2018 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: 0054 0079 13.5 13.5 0 44.8 1.25 1.38 2x(us.Tee-Br)=12 234.28 12 246.28 120 0.1517 20.4 0 37.3 0079 57.7 10Path No: 0062 0602 13.5 13.5 0 13.8 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0.0173 33.3 0 2.4 0602 0601 13.5 13.5 0 13.8 2 2.157 16 0 16 120 0.002 35.7 0 0.0 0601 0600 13.5 13.5 8 21.9 2 2.157 15.78 0 15.78 120 0.0046 35.7 0 0.1 0600 0599 13.5 13.5 -0.1 21.8 2 2.157 15.12 0 15.12 120 0.0046 35.8 0 0.1 0599 0597 13.5 13.5 -7.9 14 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.002 35.9 0 0.1 0597 0069 13.5 13.5 0 14 1.25 1.38 1x(us.Tee-Br)=6 126.8 6 132.8 120 0.0175 35.9 0 2.3 0069 38.3 11Path No: 0064 0601 13.5 13.5 0 8 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0.0063 34.9 0 0.9 0601 35.7 12Path No: 0105 0082 13.5 13.5 0 45 1.25 1.38 2x(us.Tee-Br)=12 234.28 12 246.28 120 0.153 19.9 0 37.7 0082 57.6 13Path No: 0600 0065 13.5 13.5 0 0.1 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0 35.8 0 0 0065 35.8 Date 10/10/2018 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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 14Path No: 0599 0067 13.5 13.5 0 7.9 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0.0061 35.9 0 0.8 0067 36.7 * 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 14.57 ft/s occurs in the following pipe(s): (0690-S102) Date 10/10/2018 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 15Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).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 CLASSROOM N218 LIGHT HAZARD 0.1 1650 330 5 0 100 278.7 76.3 Wet 751.3 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 04/26/2018 ON SITE SRC ROOM DESIGN METHOD Project Name : Madison High School Contract No. : 18-238 Project Location: 200 University Blvd City: Rexburg, Idaho 83440 Date: 9/25/2018 Name of Contractor: Phoenix Fire Protection Address: 4130 Airport Rd. Phone Number: (208) 468-9115 Name of Designer: Ryan Templeton Authority Having Jurisdiction: State Fire Marshall City: Nampa, ID 83647 E-mail: ryant@phoenixfp.com Job Information Contractor Information Notes Date 10/10/2018 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Diagram for Design Area : 2 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 10/10/2018 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 82 1340 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 82 75 1340 81.8 278.7 76.3 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) 178.7 0 0 178.7 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 76.3 178.7 N/A Sprinklers Other Date 10/10/2018 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 2 Date 10/10/2018 Page 19 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 82Supply point #1 - Static 1340S2 75Supply point #2 - Residual 0D1 12.8Elevation Pressure 178.7D2 76.3System Demand 278.7D3 76.3System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 187Supply81.8 5.4 278.7 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 S201 11.2 0.1 33 8.7 0.1 8.733330Overhead Sprinkler S202 11.2 0.1 33 8.7 0.109 10.436.1330Overhead Sprinkler S203 11.2 0.1 33 8.7 0.102 933.6330Overhead Sprinkler S204 11.2 0.1 33 8.7 0.111 10.836.8330Overhead Sprinkler S205 11.2 0.1 33 8.7 0.119 12.239.1330Overhead Sprinkler Date 10/10/2018 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 0195-I 11.33 Node NODE 64.9 -7.1 0195-O 12.13 Node NODE 64.1 -7.4 0196-I 9.3 Node NODE 65.8 -6.2 0196-O 9.68 Node NODE 65.7 -6.4 0197-I 6.12 Node NODE 70.8 -4.8 0197-O 8.55 Node NODE 66.2 -5.9 0200 -5 Node NODE 76.1 0 0206 25 Node NODE 55.6 -13 0208 25 Node NODE 55.5 -13 0209 25 Node NODE 55.5 -13 0219 26 Node NODE 45.2 -13.4 0221 26 Node NODE 44.4 -13.4 0222 26 Node NODE 43.8 -13.4 0223 26 Node NODE 43.3 -13.4 0225 26 Node NODE 42.4 -13.4 0232 26 Node NODE 34.9 -13.4 0235 26 Node NODE 34.3 -13.4 0237 26 Node NODE 33.6 -13.4 0238 26 Node NODE 33.5 -13.4 0239 26 Node NODE 34 -13.4 0242 26 Node NODE 34.3 -13.4 0260 26 Node NODE 47.6 -13.4 0274 25 Node NODE 55.5 -13 0275 25 Node NODE 55.5 -13 0277 25 Node NODE 55.5 -13 Date 10/10/2018 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 0391 26 Node NODE 23.1 -13.4 0394 26 Node NODE 22.9 -13.4 0400 26 Node NODE 19.6 -13.4 0402 26 Node NODE 12.7 -13.4 0404 26 Node NODE 11.1 -13.4 0411 26 Node NODE 14.5 -13.4 0412 26 Node NODE 10.6 -13.4 0414 26 Node NODE 9.2 -13.4 0489 26 Node NODE 43.8 -13.4 0491 26 Node NODE 43.8 -13.4 0494 26 Node NODE 43.8 -13.4 0497 26 Node NODE 43.9 -13.4 0499 26 Node NODE 43.9 -13.4 S201 24.5 Overhead Sprinkler HEAD 11.2 Open 33 0.0 330 0.1 8.7 -12.8 8.7 33 S202 24.5 Overhead Sprinkler HEAD 11.2 Open 36.1 3.1 330 0.109 10.4 -12.8 8.7 33 S203 24.5 Overhead Sprinkler HEAD 11.2 Open 33.6 0.6 330 0.102 9 -12.8 8.7 33 S204 24.5 Overhead Sprinkler HEAD 11.2 Open 36.8 3.8 330 0.111 10.8 -12.8 8.7 33 S205 24.5 Overhead Sprinkler HEAD 11.2 Open 39.1 6.1 330 0.119 12.2 -12.8 8.7 33 SRC -5 Supply SUPPLY -178.7 76.3 0 Date 10/10/2018 Page 22Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: S201 0414 24.5 26 11.2 33 33 1 1.049 1x(us.90)=2 1.5 2 3.5 120 0.3284 8.7 -0.6 1.1 0414 0412 26 26 0 33 1.25 1.38 16 0 16 120 0.0864 9.2 0 1.4 0412 0411 26 26 33.6 66.7 1.25 1.38 12.26 0 12.26 120 0.3172 10.6 0 3.9 0411 0391 26 26 39.1 105.8 1.5 1.61 1x(us.Tee-Br)=8 16.66 8 24.66 120 0.352 14.5 0 8.7 0391 0238 26 26 72.9 178.7 2.5 2.635 2x(us.Tee-Br)=32.95 89.88 32.95 122.83 120 0.0843 23.1 0 10.4 0238 0237 26 26 -68.1 110.6 2 2.157 0.5 0 0.5 120 0.0919 33.5 0 0.0 0237 0235 26 26 -31.4 79.2 2 2.157 15.43 0 15.43 120 0.0495 33.6 0 0.8 0235 0232 26 26 -30.8 48.4 2 2.157 1x(us.Tee-Br)=12.31 15.97 12.31 28.28 120 0.0199 34.3 0 0.6 0232 0225 26 26 0 48.4 1.5 1.61 90.91 0 90.91 120 0.0826 34.9 0 7.5 0225 0223 26 26 -10.1 38.3 1.5 1.61 16 0 16 120 0.0537 42.4 0 0.9 0223 0222 26 26 -6.1 32.2 1.5 1.61 15.34 0 15.34 120 0.0389 43.3 0 0.6 0222 0221 26 26 0.3 32.5 1.5 1.61 13.56 0 13.56 120 0.0396 43.8 0 0.5 0221 0219 26 26 5.8 38.3 1.5 1.61 16 0 16 120 0.0537 44.4 0 0.9 0219 0209 26 25 10 48.4 1.5 1.61 1x(us.Tee-Br)=8 1x(us.90)=4 107.01 12 119.01 120 0.0826 45.2 0.4 9.8 0209 0208 25 25 0 48.4 4 4.26 15.97 0 15.97 120 0.0007 55.5 0 0.0 0208 0206 25 25 30.8 79.2 4 4.26 1x(us.Tee-Br)=26.33 10.14 26.33 36.48 120 0.0018 55.5 0 0.1 Date 10/10/2018 Page 23Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: 0206 0195-O 25 12.13 99.5 178.7 4 4.26 1x(coupling)=1.32 7x(us.90)=92.17 1x(us.Tee-Br)=26.33 243.89 119.82 363.71 120 0.0081 55.6 5.6 3 0195-O 0195-I 12.13 11.33 0 178.7 4 0 0.8 0 0.8 0 0.5679 64.1 0.3 0.5 CV-1 FR Check *** 0195-I 0196-O 11.33 9.68 0 178.7 4 4.26 1x(coupling)=1.32 1.65 1.32 2.97 120 0.0081 64.9 0.7 0.0 0196-O 0196-I 9.68 9.3 0 178.7 4 0 0.38 0 0.38 0 0 65.7 0.2 0 Riser Manifold *** 0196-I 0197-O 9.3 8.55 0 178.7 4 4.26 1x(coupling)=1.32 0.75 1.32 2.06 120 0.0081 65.8 0.3 0.0 0197-O 0197-I 8.55 6.12 0 178.7 4 0 2.43 0 2.43 0 1.4677 66.2 1.1 3.6 AmesC200V *** 0197-I 0200 6.12 -5 0 178.7 4 4.26 3x(us.90)=39.5 17.3 39.5 56.81 120 0.0081 70.8 4.8 0.5 0200 SRC -5 -5 0 178.7 6 6.08 190.74 0 190.74 150 0.001 76.1 0 0.2 SRC 76.3 2Path No: S203 0412 24.5 26 11.2 33.6 33.6 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.3397 9 -0.6 2.2 0412 10.6 3Path No: S202 0404 24.5 26 11.2 36.1 36.1 1 1.049 1x(us.90)=2 1.5 2 3.5 120 0.3871 10.4 -0.6 1.4 0404 0402 26 26 0 36.1 1.25 1.38 16 0 16 120 0.1018 11.1 0 1.6 0402 0400 26 26 36.8 72.9 1.25 1.38 18.36 0 18.36 120 0.3738 12.7 0 6.9 0400 0394 26 26 0 72.9 1.5 1.61 1x(us.Tee-Br)=8 10.55 8 18.55 120 0.1764 19.6 0 3.3 0394 0391 26 26 0 72.9 2.5 2.635 18.04 0 18.04 120 0.016 22.9 0 0.3 0391 23.1 Date 10/10/2018 Page 24Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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 0402 24.5 26 11.2 36.8 36.8 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.4003 10.8 -0.6 2.6 0402 12.7 5Path No: S205 0411 24.5 26 11.2 39.1 39.1 1 1.049 1x(us.Tee-Br)=5 1.5 5 6.5 120 0.4492 12.2 -0.6 2.9 0411 14.5 6Path No: 0238 0239 26 26 0 68.1 2 2.157 12.99 0 12.99 120 0.0375 33.5 0 0.5 0239 0242 26 26 -31 37.1 2 2.157 1x(us.Tee-Br)=12.31 16.03 12.31 28.33 120 0.0122 34 0 0.3 0242 0260 26 26 0 37.1 1.25 1.38 124.25 0 124.25 120 0.107 34.3 0 13.3 0260 0274 26 25 0 37.1 1.5 1.61 1x(us.Tee-Br)=8 1x(us.90)=4 134.57 12 146.57 120 0.0505 47.6 0.4 7.4 0274 0275 25 25 0 37.1 4 4.26 16.03 0 16.03 120 0.0004 55.5 0 0 0275 0277 25 25 31 68.1 4 4.26 13.49 0 13.49 120 0.0014 55.5 0 0.0 0277 0206 25 25 31.4 99.5 4 4.26 1x(us.Tee-Br)=26.33 5.29 26.33 31.62 120 0.0027 55.5 0 0.1 0206 55.6 7Path No: 0237 0277 26 25 0 31.4 1.25 1.38 2x(us.Tee-Br)=12 1x(us.90)=3 258.82 15 273.82 120 0.0786 33.6 0.4 21.5 0277 55.5 8Path No: 0235 0208 26 25 0 30.8 1.25 1.38 2x(us.Tee-Br)=12 1x(us.90)=3 258.82 15 273.82 120 0.0759 34.3 0.4 20.8 0208 55.5 Date 10/10/2018 Page 25Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: 0225 0489 26 26 0 10.1 1.25 1.38 2x(us.Tee-Br)=12 2x(us.90)=6 128.1 18 146.1 120 0.0095 42.4 0 1.4 0489 0491 26 26 0 10.1 2 2.157 16 0 16 120 0.0011 43.8 0 0.0 0491 0494 26 26 6.1 16.2 2 2.157 16.42 0 16.42 120 0.0026 43.8 0 0.0 0494 0497 26 26 -0.3 15.8 2 2.157 14.45 0 14.45 120 0.0025 43.8 0 0.0 0497 0499 26 26 -5.8 10 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0011 43.9 0 0.0 0499 0219 26 26 0 10 1.25 1.38 1x(us.Tee-Br)=6 2x(us.90)=6 127.91 12 139.91 120 0.0095 43.9 0 1.3 0219 45.2 10Path No: 0223 0491 26 26 0 6.1 1.25 1.38 2x(us.Tee-Br)=12 2x(us.90)=6 128.1 18 146.1 120 0.0038 43.3 0 0.6 0491 43.8 11Path No: 0239 0275 26 25 0 31 1.25 1.38 2x(us.Tee-Br)=12 1x(us.90)=3 258.82 15 273.82 120 0.0769 34 0.4 21.1 0275 55.5 12Path No: 0494 0222 26 26 0 0.3 1.25 1.38 2x(us.Tee-Br)=12 127.02 12 139.02 120 0.0000 43.8 0 0 0222 43.8 13Path No: 0497 0221 26 26 0 5.8 1.25 1.38 2x(us.Tee-Br)=12 2x(us.90)=6 127.91 18 145.91 120 0.0034 43.9 0 0.5 0221 44.4 Date 10/10/2018 Page 26Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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 16.67 ft/s occurs in the following pipe(s): (0391-0411) Date 10/10/2018 Page 27Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 28Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 29Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).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 CLASSROOM N116 LIGHT HAZARD 0.1 1320 330 4 0 100 233.5 47.1 Wet 727.2 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 04/26/2018 ON SITE SRC ROOM CALC Project Name : Madison High School Contract No. : 18-238 Project Location: 200 University Blvd City: Rexburg, Idaho 83440 Date: 9/25/2018 Name of Contractor: Phoenix Fire Protection Address: 4130 Airport Rd. Phone Number: (208) 468-9115 Name of Designer: Ryan Templeton Authority Having Jurisdiction: State Fire Marshall City: Nampa, ID 83647 E-mail: ryant@phoenixfp.com Job Information Contractor Information Notes Date 10/10/2018 Page 30Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Diagram for Design Area : 4 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 10/10/2018 Page 31Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 82 1340 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 82 75 1340 81.9 233.5 47.1 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) 133.5 0 0 133.5 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 47.1 133.5 N/A Sprinklers Other Date 10/10/2018 Page 32Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 4 Date 10/10/2018 Page 33 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 4 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 82Supply point #1 - Static 1340S2 75Supply point #2 - Residual 0D1 6.7Elevation Pressure 133.5D2 47.1System Demand 233.5D3 47.1System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 186.6Supply81.8 34.6 233.5 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 11.2 0.1 33 8.7 0.1 8.733330Overhead Sprinkler S402 11.2 0.1 33 8.7 0.1 8.733.1330Overhead Sprinkler S403 11.2 0.1 33 8.7 0.102 933.6330Overhead Sprinkler S404 11.2 0.1 33 8.7 0.102 9.133.7330Overhead Sprinkler Date 10/10/2018 Page 34Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 S401 10.5 Overhead Sprinkler HEAD 11.2 Open 33 0.0 330 0.1 8.7 -6.7 8.7 33 S402 10.5 Overhead Sprinkler HEAD 11.2 Open 33.1 0.1 330 0.1 8.7 -6.7 8.7 33 S403 10.5 Overhead Sprinkler HEAD 11.2 Open 33.6 0.6 330 0.102 9 -6.7 8.7 33 S404 10.5 Overhead Sprinkler HEAD 11.2 Open 33.7 0.7 330 0.102 9.1 -6.7 8.7 33 0020 13.5 Node NODE 9 -8 0029 13.5 Node NODE 9.1 -8 0015 13.5 Node NODE 10.4 -8 0027 13.5 Node NODE 10.5 -8 0011 13.5 Node NODE 15.7 -8 0009 13.5 Node NODE 15.7 -8 0051 13.5 Node NODE 17.9 -8 0053 13.5 Node NODE 18.1 -8 0105 13.5 Node NODE 18.2 -8 0054 13.5 Node NODE 18.4 -8 0103 13.5 Node NODE 18.4 -8 0055 13.5 Node NODE 18.6 -8 0062 13.5 Node NODE 23.1 -8 0064 13.5 Node NODE 23.7 -8 0602 13.5 Node NODE 24 -8 0601 13.5 Node NODE 24 -8 0600 13.5 Node NODE 24.1 -8 0065 13.5 Node NODE 24.1 -8 0599 13.5 Node NODE 24.1 -8 0597 13.5 Node NODE 24.1 -8 0067 13.5 Node NODE 24.4 -8 Date 10/10/2018 Page 35Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 0069 13.5 Node NODE 25 -8 0083 13.5 Node NODE 32.1 -8 0082 13.5 Node NODE 32.1 -8 0081 13.5 Node NODE 32.1 -8 0077 13.5 Node NODE 32.1 -8 0079 13.5 Node NODE 32.1 -8 0080 13.5 Node NODE 32.1 -8 0195-O 12.13 Node NODE 34.1 -7.4 0195-I 11.33 Node NODE 34.8 -7.1 0196-O 9.68 Node NODE 35.5 -6.4 0196-I 9.3 Node NODE 35.6 -6.2 0197-O 8.55 Node NODE 36 -5.9 0197-I 6.12 Node NODE 41.9 -4.8 0200 -5 Node NODE 47 0 SRC -5 Supply SUPPLY -133.5 47.1 0 Date 10/10/2018 Page 36Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: S401 0020 10.5 13.5 11.2 33 33 1 1.049 1x(us.90)=2 3 2 5 120 0.3284 8.7 -1.3 1.6 0020 0015 13.5 13.5 0 33 1.25 1.38 16 0 16 120 0.0864 9 0 1.4 0015 0011 13.5 13.5 33.6 66.7 1.25 1.38 1x(us.Tee-Br)=6 10.53 6 16.53 120 0.317 10.4 0 5.2 0011 0009 13.5 13.5 0 66.7 3 3.26 16 0 16 120 0.0048 15.7 0 0.1 0009 0051 13.5 13.5 66.8 133.5 3 3.26 2x(us.Tee-Br)=40.32 85.73 40.32 126.04 120 0.0174 15.7 0 2.2 0051 0053 13.5 13.5 -52.5 80.9 2 2.157 2.37 0 2.37 120 0.0516 17.9 0 0.1 0053 0054 13.5 13.5 -26.4 54.6 2 2.157 13.46 0 13.46 120 0.0249 18.1 0 0.3 0054 0055 13.5 13.5 -26.1 28.5 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0075 18.4 0 0.2 0055 0062 13.5 13.5 0 28.5 1.25 1.38 68.97 0 68.97 120 0.0658 18.6 0 4.5 0062 0064 13.5 13.5 -8.1 20.5 1.25 1.38 16 0 16 120 0.0356 23.1 0 0.6 0064 0065 13.5 13.5 -4.7 15.8 1.25 1.38 15.79 0 15.79 120 0.022 23.7 0 0.3 0065 0067 13.5 13.5 0.0 15.8 1.25 1.38 15.12 0 15.12 120 0.0221 24.1 0 0.3 0067 0069 13.5 13.5 4.6 20.4 1.25 1.38 16 0 16 120 0.0354 24.4 0 0.6 0069 0077 13.5 13.5 8.1 28.5 1.25 1.38 1x(us.Tee-Br)=6 102.4 6 108.4 120 0.0658 25 0 7.1 0077 0079 13.5 13.5 0 28.5 4 4.26 16 0 16 120 0.0003 32.1 0 0 0079 0080 13.5 13.5 26.1 54.6 4 4.26 1x(us.Tee-Br)=26.33 10.29 26.33 36.63 120 0.0009 32.1 0 0.0 Date 10/10/2018 Page 37Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: 0080 0195-O 13.5 12.13 78.9 133.5 4 4.26 1x(coupling)=1.32 4x(us.90)=52.67 226.03 53.98 280.01 120 0.0047 32.1 0.6 1.3 0195-O 0195-I 12.13 11.33 0 133.5 4 0 0.8 0 0.8 0 0.4391 34.1 0.3 0.4 CV-1 FR Check *** 0195-I 0196-O 11.33 9.68 0 133.5 4 4.26 1x(coupling)=1.32 1.65 1.32 2.97 120 0.0047 34.8 0.7 0.0 0196-O 0196-I 9.68 9.3 0 133.5 4 0 0.38 0 0.38 0 0 35.5 0.2 0 Riser Manifold *** 0196-I 0197-O 9.3 8.55 0 133.5 4 4.26 1x(coupling)=1.32 0.75 1.32 2.06 120 0.0047 35.6 0.3 0 0197-O 0197-I 8.55 6.12 0 133.5 4 0 2.43 0 2.43 0 2.0138 36 1.1 4.9 AmesC200V *** 0197-I 0200 6.12 -5 0 133.5 4 4.26 3x(us.90)=39.5 17.3 39.5 56.81 120 0.0047 41.9 4.8 0.3 0200 SRC -5 -5 0 133.5 6 6.08 190.74 0 190.74 150 0.0006 47 0 0.1 SRC 47.1 2Path No: S402 0029 10.5 13.5 11.2 33.1 33.1 1 1.049 1x(us.90)=2 3 2 5 120 0.3299 8.7 -1.3 1.6 0029 0027 13.5 13.5 0 33.1 1.25 1.38 16 0 16 120 0.0868 9.1 0 1.4 0027 0009 13.5 13.5 33.7 66.8 1.25 1.38 1x(us.Tee-Br)=6 10.53 6 16.53 120 0.3183 10.5 0 5.3 0009 15.7 3Path No: S403 0015 10.5 13.5 11.2 33.6 33.6 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.3393 9 -1.3 2.7 0015 10.4 Date 10/10/2018 Page 38Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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 0027 10.5 13.5 11.2 33.7 33.7 1 1.049 1x(us.Tee-Br)=5 3 5 8 120 0.3408 9.1 -1.3 2.7 0027 10.5 5Path No: 0051 0105 13.5 13.5 0 52.5 2 2.157 12.96 0 12.96 120 0.0232 17.9 0 0.3 0105 0103 13.5 13.5 -26.2 26.3 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0064 18.2 0 0.2 0103 0083 13.5 13.5 0 26.3 1.25 1.38 1x(us.Tee-Br)=6 234.28 6 240.28 120 0.0568 18.4 0 13.6 0083 0082 13.5 13.5 0 26.3 4 4.26 16 0 16 120 0.0002 32.1 0 0 0082 0081 13.5 13.5 26.2 52.5 4 4.26 15.33 0 15.33 120 0.0008 32.1 0 0.0 0081 0080 13.5 13.5 26.4 78.9 4 4.26 1x(us.Tee-Br)=26.33 3.16 26.33 29.5 120 0.0018 32.1 0 0.1 0080 32.1 6Path No: 0053 0081 13.5 13.5 0 26.4 1.25 1.38 2x(us.Tee-Br)=12 234.28 12 246.28 120 0.0569 18.1 0 14 0081 32.1 7Path No: 0054 0079 13.5 13.5 0 26.1 1.25 1.38 2x(us.Tee-Br)=12 234.28 12 246.28 120 0.0556 18.4 0 13.7 0079 32.1 Date 10/10/2018 Page 39Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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 8Path No: 0062 0602 13.5 13.5 0 8.1 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0.0063 23.1 0 0.9 0602 0601 13.5 13.5 0 8.1 2 2.157 16 0 16 120 0.0007 24 0 0.0 0601 0600 13.5 13.5 4.7 12.7 2 2.157 15.78 0 15.78 120 0.0017 24 0 0.0 0600 0599 13.5 13.5 0.0 12.7 2 2.157 15.12 0 15.12 120 0.0017 24.1 0 0.0 0599 0597 13.5 13.5 -4.6 8.1 2 2.157 1x(us.Tee-Br)=12.31 16 12.31 28.31 120 0.0007 24.1 0 0.0 0597 0069 13.5 13.5 0 8.1 1.25 1.38 1x(us.Tee-Br)=6 126.8 6 132.8 120 0.0064 24.1 0 0.9 0069 25 9Path No: 0064 0601 13.5 13.5 0 4.7 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0.0023 23.7 0 0.3 0601 24 10Path No: 0105 0082 13.5 13.5 0 26.2 1.25 1.38 2x(us.Tee-Br)=12 234.28 12 246.28 120 0.0562 18.2 0 13.8 0082 32.1 11Path No: 0600 0065 13.5 13.5 0 0.0 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0 24.1 0 0 0065 24.1 12Path No: 0599 0067 13.5 13.5 0 4.6 1.25 1.38 2x(us.Tee-Br)=12 126.8 12 138.8 120 0.0022 24.1 0 0.3 0067 24.4 Date 10/10/2018 Page 40Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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 14.33 ft/s occurs in the following pipe(s): (0009-0027) Date 10/10/2018 Page 41Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 42Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 43Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Project Name : Madison High School Drawing No. : 18-238 Project Location: 200 University Blvd City: Rexburg, Idaho 83440 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) 3 Light Hazard 1543 303.6 Required 70.6 0.1 33 6 100 118.7Demand (HW) Date 10/10/2018 Page 1 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).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 Gymnasium G141 Light Hazard 0.1 1543 330 6 0 100 303.6 70.6 Wet 370 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 04/26/2018 ON SITE SRC Project Name : Madison High School Contract No. : 18-238 Project Location: 200 University Blvd City: Rexburg, Idaho 83440 Date: 9/25/2018 Name of Contractor: Phoenix Fire Protection Address: 4130 Airport Rd. Phone Number: (208) 468-9115 Name of Designer: Ryan Templeton Authority Having Jurisdiction: State Fire Marshall City: Nampa, ID 83647 E-mail: ryant@phoenixfp.com Job Information Contractor Information Notes Date 10/10/2018 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Diagram for Design Area : 3 (Optimized Hydraulic Simplified) Node Labels: Pipe Labels: Off Off Date 10/10/2018 Page 3Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 82 1340 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 82 75 1340 81.8 303.6 70.6 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) 203.6 0 0 203.6 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 70.6 203.6 N/A Sprinklers Other Date 10/10/2018 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 3 Date 10/10/2018 Page 5 Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School Hydraulic Analysis for : 3 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 82Supply point #1 - Static 1340S2 75Supply point #2 - Residual 0D1 13.9Elevation Pressure 203.6D2 70.6System Demand 303.6D3 70.6System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 224.3Supply81.7 11 303.6 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 11.2 0.1 33 8.7 0.102 9.133.8330Overhead Sprinkler S302 11.2 0.1 33 8.7 0.102 933.6330Overhead Sprinkler S303 11.2 0.1 33 8.7 0.107 9.935.3330Overhead Sprinkler S304 11.2 0.1 33 8.7 0.101 8.833.3330Overhead Sprinkler S305 11.2 0.1 33 8.7 0.1 8.733330Overhead Sprinkler S306 11.2 0.1 33 8.7 0.105 9.534.6330Overhead Sprinkler Date 10/10/2018 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 S305 27 Overhead Sprinkler HEAD 11.2 Open 33 0.0 330 0.1 8.7 -13.9 8.7 33 S304 27 Overhead Sprinkler HEAD 11.2 Open 33.3 0.3 330 0.101 8.8 -13.9 8.7 33 S302 27 Overhead Sprinkler HEAD 11.2 Open 33.6 0.6 330 0.102 9 -13.9 8.7 33 S301 27 Overhead Sprinkler HEAD 11.2 Open 33.8 0.8 330 0.102 9.1 -13.9 8.7 33 S306 27 Overhead Sprinkler HEAD 11.2 Open 34.6 1.6 330 0.105 9.5 -13.9 8.7 33 S303 27 Overhead Sprinkler HEAD 11.2 Open 35.3 2.3 330 0.107 9.9 -13.9 8.7 33 0042 27 Node NODE 11.6 -13.9 0041 27 Node NODE 12.1 -13.9 0039 27 Node NODE 14 -13.9 0035 27 Node NODE 15.2 -13.9 0033 27 Node NODE 15.8 -13.9 0032 27 Node NODE 16.2 -13.9 0008 27 Node NODE 19.1 -13.9 0010 27 Node NODE 19.4 -13.9 0012 27 Node NODE 20.4 -13.9 0014 27 Node NODE 22 -13.9 0016 27 Node NODE 24.3 -13.9 0018 27 Node NODE 28.7 -13.9 0017 27 Node NODE 29 -13.9 0131 27 Node NODE 31.5 -13.9 0152 27 Node NODE 34.9 -13.9 0150 27 Node NODE 34.9 -13.9 0134 27 Node NODE 34.9 -13.9 0148 27 Node NODE 35 -13.9 0136 27 Node NODE 38 -13.9 Date 10/10/2018 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Job : Madison High School 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 0135 27 Node NODE 38.1 -13.9 0175 27 Node NODE 40.9 -13.9 0252-O 4.53 Node NODE 61.8 -4.1 0252-I 3.83 Node NODE 62.9 -3.8 0253-O 2.88 Node NODE 63.4 -3.4 0253-I 1.8 Node NODE 63.9 -2.9 0254-O 0.99 Node NODE 64.3 -2.6 0254-I -1.38 Node NODE 68.4 -1.6 0255 -5 Node NODE 70.5 0 SRC -5 Supply SUPPLY -203.6 70.6 0 Date 10/10/2018 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: S305 S306 27 27 11.2 11.2 33 24.5 1.25 1.38 16.67 0 16.67 120 0.0495 8.7 0 0.8 S306 0042 27 27 11.2 34.6 59 1.25 1.38 1x(us.Tee-Br)=6 2.04 6 8.04 120 0.2531 9.5 0 2 0042 0041 27 27 0 59 2 2.157 17.67 0 17.67 120 0.0288 11.6 0 0.5 0041 0039 27 27 60.9 119.9 2 2.157 17.67 0 17.67 120 0.1069 12.1 0 1.9 0039 0035 27 27 -25.7 94.3 2 2.157 17.67 0 17.67 120 0.0684 14 0 1.2 0035 0033 27 27 -26.5 67.8 2 2.157 17.67 0 17.67 120 0.0372 15.2 0 0.7 0033 0032 27 27 -29.9 37.9 2 2.157 1x(us.Tee-Br)=12.31 17.67 12.31 29.97 120 0.0126 15.8 0 0.4 0032 0018 27 27 0 37.9 1.25 1.38 1x(us.Tee-Br)=6 106.54 6 112.54 120 0.1114 16.2 0 12.5 0018 0017 27 27 0 37.9 2 2.157 1x(us.Tee-Br)=12.31 6.17 12.31 18.47 120 0.0126 28.7 0 0.2 0017 0131 27 27 165.7 203.6 2 2.157 8.83 0 8.83 120 0.2846 29 0 2.5 0131 0134 27 27 -19.7 183.9 2 2.157 14.67 0 14.67 120 0.2358 31.5 0 3.5 0134 0135 27 27 0.6 184.5 2 2.157 1x(us.Tee-Br)=12.31 1.17 12.31 13.47 120 0.2373 34.9 0 3.2 0135 0175 27 27 19 203.6 2.5 2.635 1x(coupling)=1.37 24.78 1.37 26.16 120 0.1074 38.1 0 2.8 0175 0252-O 27 4.53 0 203.6 3 3.26 1x(coupling)=1.34 5x(us.90)=47.04 1x(us.Tee-Br)=20.16 223.56 68.54 292.1 120 0.0381 40.9 9.7 11.1 0252-O 0252-I 4.53 3.83 0 203.6 3 0 0.7 0 0.7 0 1.192 61.8 0.3 0.8 CV-1 FR Check *** 0252-I 0253-O 3.83 2.88 0 203.6 3 3.26 1x(coupling)=1.34 0.95 1.34 2.29 120 0.0381 62.9 0.4 0.1 Date 10/10/2018 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: 0253-O 0253-I 2.88 1.8 0 203.6 3 0 1.08 0 1.08 0 0 63.4 0.5 0 Riser Manifold *** 0253-I 0254-O 1.8 0.99 0 203.6 3 3.26 1x(coupling)=1.34 0.8 1.34 2.15 120 0.0381 63.9 0.3 0.1 0254-O 0254-I 0.99 -1.38 0 203.6 3 0 2.37 0 2.37 0 1.2733 64.3 1 3 AmesC200V *** 0254-I 0255 -1.38 -5 0 203.6 3 3.26 1x(us.90)=9.41 3.62 9.41 13.03 120 0.0381 68.4 1.6 0.5 0255 SRC -5 -5 0 203.6 6 6.08 96.84 0 96.84 150 0.0012 70.5 0 0.1 SRC 70.6 2Path No: S305 S304 27 27 11.2 11.2 33 8.6 1.25 1.38 16.67 0 16.67 120 0.0071 8.7 0 0.1 S304 0008 27 27 11.2 33.3 41.8 1.25 1.38 1x(us.Tee-Br)=6 71.17 6 77.17 120 0.1337 8.8 0 10.3 0008 0010 27 27 0 41.8 2 2.157 17.67 0 17.67 120 0.0152 19.1 0 0.3 0010 0012 27 27 41.8 83.6 2 2.157 17.67 0 17.67 120 0.0548 19.4 0 1 0012 0014 27 27 25.7 109.3 2 2.157 17.67 0 17.67 120 0.0899 20.4 0 1.6 0014 0016 27 27 26.5 135.8 2 2.157 17.67 0 17.67 120 0.1344 22 0 2.4 0016 0017 27 27 29.9 165.7 2 2.157 1x(us.Tee-Br)=12.31 11.5 12.31 23.81 120 0.1944 24.3 0 4.6 0017 29 3Path No: S302 S303 27 27 11.2 11.2 33.6 25.7 1.25 1.38 16.67 0 16.67 120 0.0541 9 0 0.9 S303 0041 27 27 11.2 35.3 60.9 1.25 1.38 1x(us.Tee-Br)=6 2.04 6 8.04 120 0.2683 9.9 0 2.2 0041 12.1 Date 10/10/2018 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: S302 S301 27 27 11.2 11.2 33.6 8 1.25 1.38 16.67 0 16.67 120 0.0062 9 0 0.1 S301 0010 27 27 11.2 33.8 41.8 1.25 1.38 1x(us.Tee-Br)=6 71.17 6 77.17 120 0.1334 9.1 0 10.3 0010 19.4 5Path No: 0039 0012 27 27 0 25.7 1.25 1.38 2x(us.Tee-Br)=12 106.54 12 118.54 120 0.0541 14 0 6.4 0012 20.4 6Path No: 0035 0014 27 27 0 26.5 1.25 1.38 2x(us.Tee-Br)=12 106.54 12 118.54 120 0.0574 15.2 0 6.8 0014 22 7Path No: 0033 0016 27 27 0 29.9 1.25 1.38 2x(us.Tee-Br)=12 106.54 12 118.54 120 0.0718 15.8 0 8.5 0016 24.3 8Path No: 0131 0152 27 27 0 19.7 1.25 1.38 2x(us.Tee-Br)=12 90.51 12 102.51 120 0.0331 31.5 0 3.4 0152 0150 27 27 0 19.7 2 2.157 14.67 0 14.67 120 0.0038 34.9 0 0.1 0150 0148 27 27 -0.6 19 2 2.157 1x(us.Tee-Br)=12.31 16.17 12.31 28.47 120 0.0035 34.9 0 0.1 0148 0136 27 27 0 19 1.25 1.38 1x(us.Tee-Br)=6 90.51 6 96.51 120 0.0311 35 0 3 0136 0135 27 27 0 19 2 2.157 1x(us.Tee-Br)=12.31 15 12.31 27.31 120 0.0035 38 0 0.1 0135 38.1 Date 10/10/2018 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Hydraulic CalculationsJob : Madison High School 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: 0150 0134 27 27 0 0.6 1.25 1.38 2x(us.Tee-Br)=12 90.51 12 102.51 120 0.0001 34.9 0 0 0134 34.9 * 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 17.87 ft/s occurs in the following pipe(s): (0131-0017) Date 10/10/2018 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 13Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg Device GraphsJob : Madison High School Date 10/10/2018 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: D:\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2018\18-238 Madison High School Additions\18-238 FP (TREE).dwg 4130 Airport Road Phone: 208-468-9115 Nampa, Idaho 83687 Fax: 208-461-9117 Water Flow Test Project Name: Madison High School Addition Project Address: 200 University Blvd., Rexburg, ID 83440 Our flow test conducted on 04.26.18 resulted in the following water pressure and volume taken at location of : 60 S 5th W, Rexburg, ID. Static: 82 Residual: 75 Pitot: 52 GPM: 1340 Conducted by : Clint Charles Witnessed by: Dale Pickering