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HomeMy WebLinkAboutHYDRAULIC CALCULATIONS - 17-00310 - 486 S 3rd W - The Roost - Bldg 3 - 12 UnitsDesign 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 3RD FLOOR LIGHT 0.05 1440 360 4 0 100 175.9 69.9 Wet 20.7 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 6/22/2017 ON SITE SRC 4 HEADS IN A COMPARTMENT Project Name : ROOST 3 Contract No. : 17-216 Project Location: 486 S 3RD W City: REXBURG, IDAHO 83440 Date: 9/17/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPROT ROAD Phone Number: 208 468 9115 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 9/5/2017 Page 2Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Jo b : R O O S T 3 Di a g r a m f o r D e s i g n A r e a : 1 ( O p t i m i z e d H y d r a u l i c S i m p l i f i e d ) No d e L a b e l s : Pi p e L a b e l s : Off Off Da t e 9 / 5 / 2 0 1 7 Page 3 Co p y r i g h t © 2 0 0 2 - 2 0 1 2 T y c o F i r e P r o t e c t i o n P r o d u c t s Fil e : C : \ U s e r s \ U s e r \ D r o p b o x ( P h o e n i x F i r e ) \ P h o e n i x F i r e - D e s i g n \ C u r r e n t J o b s \ 2 0 1 7 \ 1 7 - 2 1 6 R o o s t B l d g 3 \ 1 7 - 2 1 6 R O O S T # 3 F P . d w g Job : ROOST 3 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 78 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 78 75 1150 78 175.9 69.9 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) 100 100 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 75.9 0 0 75.9 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 69.9 75.9 N/A Sprinklers Other Date 9/5/2017 Page 4Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Jo b : R O O S T 3 Hy d r a u l i c A n a l y s i s f o r : 1 Da t e 9 / 5 / 2 0 1 7 Page 5 Co p y r i g h t © 2 0 0 2 - 2 0 1 2 T y c o F i r e P r o t e c t i o n P r o d u c t s Fi l e : C : \ U s e r s \ U s e r \ D r o p b o x ( P h o e n i x F i r e ) \ P h o e n i x F i r e - D e s i g n \ C u r r e n t J o b s \ 2 0 1 7 \ 1 7 - 2 1 6 R o o s t B l d g 3 \ 1 7 - 2 1 6 RO O S T # 3 F P . d w g Job : ROOST 3 Hydraulic Analysis for : 1 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 78Supply point #1 - Static 1150S2 75Supply point #2 - Residual 0D1 13.5Elevation Pressure 75.9D2 69.9System Demand 175.9D3 69.9System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 81.6Supply78 8 175.9 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 4.9 0.05 18 13.5 0.054 15.819.5360Overhead Sprinkler S102 4.9 0.05 18 13.5 0.056 16.620360Overhead Sprinkler S103 4.9 0.05 18 13.5 0.05 13.518360Overhead Sprinkler S104 4.9 0.05 18 13.5 0.051 14.118.4360Overhead Sprinkler Date 9/5/2017 Page 6Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Job : ROOST 3 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 006 26.5 Node NODE 17.2 -13.6 007 26.5 Node NODE 14.6 -13.6 022 26.5 Node NODE 28.7 -13.6 074 8.5 Node NODE 46.4 -5.8 152 1 Node NODE 65.4 -2.6 153 -5 Node NODE 68 0 181-I 5.3 Node NODE 56.8 -4.5 181-O 5.46 Node NODE 56.7 -4.5 182-I 1.94 Node NODE 64.7 -3 182-O 3.34 Node NODE 58.1 -3.6 S101 26.08 Overhead Sprinkler HEAD 4.9 Open 19.5 1.5 360 0.054 15.8 -13.5 13.5 18 S102 26.08 Overhead Sprinkler HEAD 4.9 Open 20 2 360 0.056 16.6 -13.5 13.5 18 S103 26.08 Overhead Sprinkler HEAD 4.9 Open 18 0 360 0.05 13.5 -13.5 13.5 18 S104 26.08 Overhead Sprinkler HEAD 4.9 Open 18.4 0.4 360 0.051 14.1 -13.5 13.5 18 SRC -5 Supply SUPPLY -75.9 69.9 0 Date 9/5/2017 Page 7Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Hydraulic CalculationsJob : ROOST 3 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 007 26.08 26.5 4.9 18 18 1 1.101 1x(BM.Tee-Run)=1 2x(BM.Tee-Br)=10 11.38 11 22.38 150 0.0558 13.5 -0.2 1.2 007 006 26.5 26.5 18.4 36.4 1 1.101 1x(BM.Tee-Run)=1 11.98 1 12.98 150 0.2054 14.6 0 2.7 006 022 26.5 26.5 39.5 75.9 1 1.101 1x(BM.Tee-Br)=5 9.32 5 14.32 150 0.8008 17.2 0 11.5 022 074 26.5 8.5 0 75.9 1.25 1.394 2x(BM.Tee-Br)=12 1x(BM.90)=6 1x(BM.Tee-Run)=1 20 19 39 150 0.2538 28.7 7.8 9.9 074 181-O 8.5 5.46 0 75.9 1.5 1.598 1x(coupling)=1.46 2x(BM.90)=16 6x(BM.Tee-Run)=6 45.57 23.46 69.03 150 0.1305 46.4 1.3 9 181-O 181-I 5.46 5.3 0 75.9 1.5 0 0.15 0 0.15 0 0.0035 56.7 0.1 0 RISER MANIFOLD *** 181-I 182-O 5.3 3.34 0 75.9 1.5 1.598 1x(coupling)=1.46 2.04 1.46 3.5 150 0.1305 56.8 0.9 0.5 182-O 182-I 3.34 1.94 0 75.9 1.5 0 1.4 0 1.4 0 4.2659 58.1 0.6 6 Ames2000B *** 182-I 152 1.94 1 0 75.9 1.5 1.598 1x(coupling)=1.46 0.94 1.46 2.4 150 0.1305 64.7 0.4 0.3 152 153 1 -5 0 75.9 4 4.24 1x(us.90)=19.43 6 19.43 25.43 150 0.0011 65.4 2.6 0.0 153 SRC -5 -5 0 75.9 2 2.003 44.15 0 44.15 150 0.0434 68 0 1.9 SRC 69.9 2Path No: S104 007 26.08 26.5 4.9 18.4 18.4 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 1.46 10 11.46 150 0.058 14.1 -0.2 0.7 007 14.6 3Path No: S101 006 26.08 26.5 4.9 19.5 19.5 1 1.101 1x(BM.Tee-Br)=5 1x(BM.90)=5 14.31 10 24.31 150 0.0647 15.8 -0.2 1.6 006 17.2 Date 9/5/2017 Page 8Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Hydraulic CalculationsJob : ROOST 3 PIPE INFORMATION 4Path No: S102 006 26.08 26.5 4.9 20 20 1 1.101 2x(BM.Tee-Br)=10 1.52 10 11.52 150 0.0677 16.6 -0.2 0.8 006 17.2 * 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 25.57 ft/s occurs in the following pipe(s): (022-006) Date 9/5/2017 Page 9Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Device GraphsJob : ROOST 3 Date 9/5/2017 Page 10Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Device GraphsJob : ROOST 3 Date 9/5/2017 Page 11Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 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 BASEMENT OG1 0.15 961 144 4 0 250 338.2 63.9 Wet 26.5 gal Water Supply Information Date Location Source HYDRAULIC CALCULATIONS for 6/22/2017 ON SITE SRC AREA MODIFIED PER NFPA 13 11.2.3.2.3.1 Project Name : ROOST 3 Contract No. : 17-216 Project Location: 486 S 3RD W City: REXBURG, IDAHO 83440 Date: 9/17/2017 Name of Contractor: PHOENIX FIRE Address: 4130 AIRPROT ROAD Phone Number: 208 468 9115 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 9/5/2017 Page 12Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Jo b : R O O S T 3 Di a g r a m f o r D e s i g n A r e a : 2 ( O p t i m i z e d H y d r a u l i c S i m p l i f i e d ) No d e L a b e l s : Pi p e L a b e l s : Off Off Da t e 9 / 5 / 2 0 1 7 Page 13 Co p y r i g h t © 2 0 0 2 - 2 0 1 2 T y c o F i r e P r o t e c t i o n P r o d u c t s Fil e : C : \ U s e r s \ U s e r \ D r o p b o x ( P h o e n i x F i r e ) \ P h o e n i x F i r e - D e s i g n \ C u r r e n t J o b s \ 2 0 1 7 \ 1 7 - 2 1 6 R o o s t B l d g 3 \ 1 7 - 2 1 6 R O O S T # 3 F P . d w g Job : ROOST 3 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 78 1150 75 Node at Source Static Pressure (psi) Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) Supply Analysis SRC 78 75 1150 78 338.2 63.9 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) 250 250 Hoses Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) Total Sprinkler Flow (gpm) 88.2 0 0 88.2 Required Margin of Safety (psi) SRC - Pressure (psi) SRC - Flow (gpm) Demand w/o System Pump(s) 0 63.9 88.2 N/A Sprinklers Other Date 9/5/2017 Page 14Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Jo b : R O O S T 3 Hy d r a u l i c A n a l y s i s f o r : 2 Da t e 9 / 5 / 2 0 1 7 Page 15 Co p y r i g h t © 2 0 0 2 - 2 0 1 2 T y c o F i r e P r o t e c t i o n P r o d u c t s Fi l e : C : \ U s e r s \ U s e r \ D r o p b o x ( P h o e n i x F i r e ) \ P h o e n i x F i r e - D e s i g n \ C u r r e n t J o b s \ 2 0 1 7 \ 1 7 - 2 1 6 R o o s t B l d g 3 \ 1 7 - 2 1 6 RO O S T # 3 F P . d w g Job : ROOST 3 Hydraulic Analysis for : 2 Pressure (psi)Label Graph Labels Flow (gpm) ValuesDescription 0S1 78Supply point #1 - Static 1150S2 75Supply point #2 - Residual 0D1 1.7Elevation Pressure 88.2D2 63.9System Demand 338.2D3 63.9System Demand + Add.Out.Hose Pressure (psi)Curve Name Curve Intersections & Safety Margins Flow (gpm) Safety MarginIntersection Pressure (psi)@ Flow (gpm) 98.5Supply78 13.8 338.2 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 4.9 0.15 21.6 19.4 0.152 20.122144Overhead Sprinkler S202 4.9 0.15 21.6 19.4 0.156 21.122.5144Overhead Sprinkler S203 4.9 0.15 21.6 19.4 0.15 19.421.6144Overhead Sprinkler S204 4.9 0.15 21.6 19.4 0.154 20.422.1144Overhead Sprinkler Date 9/5/2017 Page 16Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Job : ROOST 3 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 S203 -1 Overhead Sprinkler HEAD 4.9 Open 21.6 0 144 0.15 19.4 -1.7 19.4 21.6 S201 -1 Overhead Sprinkler HEAD 4.9 Open 22 0.4 144 0.152 20.1 -1.7 19.4 21.6 S204 -1 Overhead Sprinkler HEAD 4.9 Open 22.1 0.5 144 0.154 20.4 -1.7 19.4 21.6 S202 -1 Overhead Sprinkler HEAD 4.9 Open 22.5 0.9 144 0.156 21.1 -1.7 19.4 21.6 235 -0.5 Node NODE 20.7 -1.9 002 -0.5 Node NODE 21.3 -1.9 051 -0.5 Node NODE 24.4 -1.9 003 -0.5 Node NODE 25.2 -1.9 053 -0.5 Node NODE 27.6 -1.9 056 -0.5 Node NODE 32.4 -1.9 075 8.5 Node NODE 35.5 -5.8 181-O 5.46 Node NODE 49.1 -4.5 181-I 5.3 Node NODE 49.1 -4.5 182-O 3.34 Node NODE 50.6 -3.6 182-I 1.94 Node NODE 57.9 -3 152 1 Node NODE 58.7 -2.6 153 -5 Node NODE 61.4 0 SRC -5 Supply SUPPLY -88.2 63.9 0 Date 9/5/2017 Page 17Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Hydraulic CalculationsJob : ROOST 3 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: S203 235 -1 -0.5 4.9 21.6 21.6 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 12.5 6 18.5 150 0.0781 19.4 -0.2 1.4 235 051 -0.5 -0.5 22.1 43.7 1 1.101 1x(BM.Tee-Br)=5 7.98 5 12.98 150 0.2888 20.7 0 3.7 051 053 -0.5 -0.5 -4.5 39.3 1 1.101 1x(BM.Tee-Run)=1 1x(BM.Tee-Br)=5 7.32 6 13.32 150 0.2363 24.4 0 3.1 053 056 -0.5 -0.5 49 88.2 1 1.101 1x(us.90)=3.82 0.77 3.82 4.59 150 1.0582 27.6 0 4.9 056 075 -0.5 8.5 0 88.2 1.25 1.38 1x(coupling)=1 1x(us.90)=3 9.17 4 13.17 120 0.5325 32.4 -3.9 7 075 181-O 8.5 5.46 0 88.2 1.5 1.598 1x(coupling)=1.46 2x(BM.90)=16 7x(BM.Tee-Run)=7 46.41 24.46 70.86 150 0.1725 35.5 1.3 12.2 181-O 181-I 5.46 5.3 0 88.2 1.5 0 0.15 0 0.15 0 0.0022 49.1 0.1 0 RISER MANIFOLD *** 181-I 182-O 5.3 3.34 0 88.2 1.5 1.598 1x(coupling)=1.46 2.04 1.46 3.5 150 0.1725 49.1 0.9 0.6 182-O 182-I 3.34 1.94 0 88.2 1.5 0 1.4 0 1.4 0 4.8009 50.6 0.6 6.7 Ames2000B *** 182-I 152 1.94 1 0 88.2 1.5 1.598 1x(coupling)=1.46 0.94 1.46 2.4 150 0.1725 57.9 0.4 0.4 152 153 1 -5 0 88.2 4 4.24 1x(us.90)=19.43 6 19.43 25.43 150 0.0015 58.7 2.6 0.0 153 SRC -5 -5 0 88.2 2 2.003 44.15 0 44.15 150 0.0574 61.4 0 2.5 SRC 63.9 2Path No: S201 002 -1 -0.5 4.9 22 22 1 1.101 1x(BM.Tee-Run)=1 1x(BM.90)=5 12.5 6 18.5 150 0.0805 20.1 -0.2 1.5 002 003 -0.5 -0.5 22.5 44.5 1 1.101 1x(BM.Tee-Br)=5 7.98 5 12.98 150 0.2975 21.3 0 3.9 003 053 -0.5 -0.5 4.5 49 1 1.101 1x(BM.Tee-Br)=5 1.6 5 6.6 150 0.3556 25.2 0 2.3 053 27.6 Date 9/5/2017 Page 18Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Hydraulic CalculationsJob : ROOST 3 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 3Path No: S204 235 -1 -0.5 4.9 22.1 22.1 1 1.101 1x(BM.Tee-Br)=5 0.5 5 5.5 150 0.0818 20.4 -0.2 0.5 235 20.7 4Path No: S202 002 -1 -0.5 4.9 22.5 22.5 1 1.101 1x(BM.Tee-Br)=5 0.5 5 5.5 150 0.0843 21.1 -0.2 0.5 002 21.3 5Path No: 051 003 -0.5 -0.5 0 4.5 1 1.101 36x(BM.Tee-Run)=36 4x(BM.90)=20 131.31 56 187.31 150 0.0043 24.4 0 0.8 003 25.2 * 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 29.72 ft/s occurs in the following pipe(s): (056-053) Date 9/5/2017 Page 19Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Device GraphsJob : ROOST 3 Date 9/5/2017 Page 20Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Device GraphsJob : ROOST 3 Date 9/5/2017 Page 21Copyright © 2002-2012 Tyco Fire Protection Products File: C:\Users\User\Dropbox (Phoenix Fire)\Phoenix Fire - Design\Current Jobs\2017\17-216 Roost Bldg 3\17-216 ROOST #3 FP.dwg Nampa Office Idaho Falls Office 4130 Airport Road 5226 S 45th Nampa, ID 83687 Idaho Falls, ID 83402 W Phone: 208-468-9115 Phone: 208-313-7153 Fax: 208-461-9117 www.phoenixfp.com Water Flow Test Project Name: Roost Complex Bldg. 3 Project Address: 486 S 3rd W, Rexburg, ID Our flow test conducted on June 22, 2017 resulted in the following water pressure and volume taken at the above location: Static: 78 Residual: 75 GPM 1150 Test Conducted By: Clint Charles Witnessed By: Dave Davis