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HomeMy WebLinkAboutF14-0006 Calcs CALCULATION SUMMARY Project Name:Resnick Res Project Location: 1027 Ptarmigan Rd Drawing No. : City: Vail, CO Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source �ftz) �9Pm) �PS�) �9Pm/�Z) �PS�) �9Pm) # �9Pm) �ps�) 1 Demand (HW) Res 1040 56.4 Required 0.05 7 13 4 0 12.3 77.2 2 Demand (HW) DWELLING 900 93 Required 0.1 16.1 22.5 4 0 46.6 42.2 File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name: Resnick Res Contract No. : City: Vail, CO Project Location: 1027 Ptarmigan Rd Date:2/17/2014 Contractor Information Name of Contractor: Phoenix Automatic Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Vail Fire Design Remote Area Name 1 Remote Area Location Allie's Rm Occupancy Classification Res Density(gpm/ftz) 0.05 Area of Application(ftz) 1040 Coverage per Sprinkler(ftz) 260 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 56.4 Required Pressure at Source(psi) 77.2 Type of System Wet Volume-Entire System (gal) 138.9 gal Water Supply Information Date 9/25/13 Location near site Source W1 Notes File: C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 2 Job: Resnick Res Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Oatimized Hvdraulic Simalifiedl ,_ � . - � � . . 1 �}-- ;. . - - - a ,-' �s°� r � ,._ _..� ,,� � . -- y` _ File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 3 Job: Resnick Res Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 90 851.5 21 Hoses 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) Sprinklers Ovehead Sprinkier Flow(gpm) 56.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total Sprinkler Flow(gpm) 56.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 77.2 W1 -Flow(gpm) 56.4 Demand w/o System Pump(s) N/A File: C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 4 Job: Resnick Res Hydraulic Analysis for : 1 f Supply f System Demand 100 S� 90 �— �\ 80 DZ \� � � � �\ I 70 — �� \ 60 —� � .y � \ Q ui �j 50 -- N \ N � a` 40 -- � 30 --- �32 20 _ I D1 —� I 13.587 10 --� : p ������ ���� ��� 0 300 400 500 600 700 800 900 Flow, gpm File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products PBge 5 Job: Resnick Res Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 90 S2 Supply point#2-Residual 851.5 21 D1 Elevation Pressure 0 13 D2 System Demand 56.4 77.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 89.5 62 12.3 56.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psiYz) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 100 Overhead 260 4.9 0.05 13 7 0.058 15 9.4 Sprinkler 101 Overhead 260 4.9 0.05 13 7 0.057 14.9 9.3 Sprinkler 102 Overhead z60 4.9 0.05 13 7 0.05 13 7 Sprinkler 103 Overhead 260 4.9 0.05 13 7 0.052 13.4 7.5 Sprinkler File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 6 Job: Resnick Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 102 8283 4.9 13 1 lx(us.90)=3.82 1.97 150 7 260 8284.95 13 1.101 3.82 0.0305 -0.8 5.79 0.2 260 8284.95 0 1 2x(us.90)=6.21 12.66 150 6.3 001 8286 13 1.055 6.21 0.0376 -0.5 18.87 0.7 001 8286 13.4 1 2x(us.Tee-Br)=15.53 22.55 150 6.6 007 8283.33 26.4 1.055 3x(us.90)=9.32 24.84 0.1398 1.2 47.39 6.6 007 8283.33 30 1 2x(us.Tee-Br)=15.53 31.62 150 14.4 020 8273 56.4 1.055 lx(us.90)=3.11 18.63 0.5689 4.5 50.25 28.6 020 8273 -19.4 1 2x(us.90)=6.21 25.72 150 47.7 027 8271 37 1.055 6.21 0.2609 0.9 31.93 8.3 027 8271 0 1.25 2x(us.Tee-Br)=13.1 6.38 150 57 048 8271 37 1.291 13.1 0.0976 0 19.48 1.9 048 8271 0 2 4x(us.Tee-Br)=52.58 39.47 150 58.9 066 8260.67 37 2.009 5x(us.90)=32.86 85.45 0.0113 4.5 124.92 1.4 066 8260.67 19.4 2 lx(coupling)=1.31 34.2 150 65 076-0 8255 56.4 Z.009 2x(us.90)=13.15 14.46 0.0247 2.5 48.66 1.2 076-0 8255 0 2 0.5 0 68.8 Riser Manifold 076-I 8255 56.4 0 0 0.526 0 *** 0.5 0.3 076-I 8255 0 2 ix(coupling)=1.31 0.74 150 69.1 077-0 8255 56.4 2.009 1.31 0.0247 0 2.06 0.1 077-0 8255 0 2 0.5 0 69.1 Febco 850 077-I 8Z55 56.4 0 0 11.9663 0 SMALL 0.5 6 *** 077-I 8255 0 2 ix(coupling)=1.31 0.7 150 75.1 078-0 8255 56.4 2.009 1.31 0.0247 0 2.01 0.0 078-0 8255 0 2 0.5 0 75.1 WILKINS PRV 078-I 8255 56.4 0 0 2.7359 0 *** 0.5 1.4 078-I 8255 0 2 lx(us.Tee-Br)=13.15 1.09 150 76.5 064 8255 56.4 2.009 13.15 0.0247 0 14.23 0.4 064 8255 0 4 ix(coupling)=1.32 1 120 76.9 065 8254 56.4 4.26 1.32 0.001 0.4 2.32 0 065 8254 0 4 3x(us.90)=54.98 150.5 140 77.3 W1 8254.5 56.4 4.3 54.98 0.0007 -0.2 205.48 0.1 W 1 77.2 File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 7 Job: Resnick Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 103 8283 4.9 13.4 1 lx(us.Tee-Br)=9.56 3 150 7.5 001 8286 13.4 1.101 9.56 0.0324 -1.3 12.56 0.4 001 6.6 Path No: 3 101 8283 4.9 14.9 1 lx(us.90)=3.82 2.22 150 9.3 257 8285.22 14.9 1.101 3.82 0.0394 -1 6.05 0.2 257 8285.22 0 1 lx(us.Tee-Br)=7.76 0.5 150 8.5 255 8285.22 14.9 1.055 7.76 0.0484 0 8.27 0.4 255 8285.22 15 1 3x(us.90)=9.32 17.07 150 8.9 007 8283.33 30 1.055 9.32 0.1763 0.8 26.38 4.7 007 14.4 Path No: 4 100 8283 4.9 15 1 1x(us.90)=3.82 1.46 150 9.4 256 8284.45 15 1.101 3.82 0.04 -0.6 5.28 0.2 256 8284.45 0 1 5.38 150 9 255 8285.22 15 1.055 0 0.0492 -0.3 5.38 0.3 255 8.9 Path No: 5 020 8273 0 1 3x(us.90)=9.32 92.38 150 47.7 111 8260 19.4 1.055 4x(us.Tee-Br)=31.05 41.14 0.0786 5.6 ix(elbow.22.5)=0.78 133.52 10.5 111 8260 0 1.25 lx(us.Tee-Br)=6.55 26.04 150 64.2 066 8260.67 19.4 1.291 2x(us.90)=6.55 13.1 0.0294 -0.3 39.14 1.2 066 65 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 20.7 ft/s occurs in the following pipe(s): (020-007) *** 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. File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 8 Job: Resnick Res Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 ioo 95 90 AS 80 75 70 65 Q 60 N 55 L y 5� N N 45 L a ao ;s so zs zo is io s 0 0 0 0 0 0 0 0 0 � 0 0 0 0 0 0 ° _ N M 7 Vl �D l� � Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 420 (Febco 850 SMALL, Size = 2); Inlet Node: 077-I; Outlet Node: 077-0 s.� 7.9 �9 6psi@56.4gpm ' N 5.9 Q. N L 7 4.9 N N N L a 3.v 2.9 1.9 0.9 0 0 o c o 0 0 .--� cn �D 01 N oC Flow,gpm File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 9 Job: Resnick Res Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 419 (WILKINS PRV, Size = 2); Inlet Node: 078-I; Outlet Node: 078-0 a9 79 69 �tl! 59 O. N L � 49 y N N L a 39 z� 19 y 1.4 psi @ 56.4 gpm _ O i � . M , O . i O o � � O N �n 1� O O O -� N Vl Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 421 (Riser Manifold, Size = 2); Inlet Node: 076-I; Outlet Node: 076-0 15.492 � � —I— —!— — I 14.492 13.492 12.492 I 1.492 10.492 p,9.492 N � 8.492 N N 7.492 N L a 6.a9z 5.492 4.492 3.492 2.492 �.a9z 0.3 psi @ 56.4 gpm 0.492 J 0 0 0 0 0 0 � o � o �n � o 0 0 0 0 -� -- N M 7 V1 Flow,gpm File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 10 HYDRAULIC CALCULATIONS for Job Information Project Name: Resnick Res Contract No. : City: Vail, CO Project Location: 1027 Ptarmigan Rd Date:2/17/2014 Contractor Information Name of Contractor: Phoenix Automatic Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Vail Fire Design Remote Area Name 2 Remote Area Location GYM Occupancy Classification DWELLING Density(gpm/ftz) 0.1 Area of Application(ftz) 900 Coverage per Sprinkler(ftz) 225 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 93 Required Pressure at Source(psi) 42.2 Type of System Wet Volume-Entire System (gal) 139.8 gal Water Supply Information Date 9/25/13 Location near site Source W1 Notes 4 HEADS File: C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 1 1 Job: Resnick Res Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Oatimized Hvdraulic Simalifiedl .- - - , � � __'� � File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 12 Job: Resnick Res Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : W1 Flow(gpm) Pressure(psi) 0 90 851.5 21 Hoses 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) Sprinklers Ovehead Sprinkier Flow(gpm) 93 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Total Sprinkler Flow(gpm) 93 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 42.2 W1 -Flow(gpm) 93 Demand w/o System Pump(s) N/A File: C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 13 Job: Resnick Res Hydraulic Analysis for : 2 f Supply f System Demand 100 S� 90 �— �\ \� i I i so �\ , I �o -- �� _ \ so --� � .y -� \ a ai �j 50 N \ N D2 � a` 40 - -- � 30 -- �32 20 — I � I 13.587 10 --� : D1 0������� ���� ��� 0 300 400 500 600 700 800 900 Flow, gpm File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 14 Job: Resnick Res Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 90 S2 Supply point#2-Residual 851.5 21 D1 Elevation Pressure 0 2.5 D2 System Demand 93 42.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 87.5 140.4 46.6 93 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psiYz) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 200 Overhead 2Z5 5.6 0.1 22.5 16.1 0.1 22.5 16.1 Sprinkler 201 Overhead 2Z5 5.6 0.1 22.5 16.1 0.103 23.1 17 Sprinkler Z�Z Overhead zZ5 5.6 0.1 22.5 16.1 0.104 23.4 17.5 Sprinkler 203 Overhead 225 5.6 0.1 22.5 16.1 0.107 24 18.4 Sprinkler File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 15 Job: Resnick Res Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 200 8260 5.6 22.5 1 lx(us.90)=3.11 15.03 150 16.1 003 8261.5 22.5 1.055 3.11 0.1038 -0.6 18.13 1.9 003 8Z61.5 23.1 1.25 13.52 150 17.3 005 8261.5 45.6 1.291 0 0.1436 0 13.52 1.9 005 8261.5 0 1.5 ix(us.Tee-Br)=9.34 19.19 150 19.3 008 8261.5 45.6 1.527 1x(us.90)=4.67 14 0.0634 0 33.2 2.1 008 8261.5 38.2 2 2x(us.Tee-Br)=26.29 20.06 150 21.4 066 8260.67 83.8 2.009 3x(us.90)=19.72 46.01 0.0515 0.4 66.07 3.4 066 8260.67 9.2 2 ix(coupling)=1.31 34.2 150 25.2 076-0 8255 93 2.009 2x(us.90)=13.15 14.46 0.0624 2.5 48.66 3 076-0 8255 0 2 0.5 0 30.8 Riser Manifold 076-I 8255 93 0 0 1.3358 0 *** 0.5 0.7 076-I 8255 0 2 ix(coupling)=1.31 0.74 150 31.5 077-0 8255 93 2.009 1.31 0.0624 0 2.06 0.1 077-0 8255 0 2 0.5 0 31.6 Febco 850 077-I 8255 93 0 0 12.0631 0 SMALL 0.5 6 *** 077-I 8255 0 2 lx(coupling)=1.31 0.7 150 37.6 078-0 8255 93 2.009 1.31 0.0624 0 2.01 0.1 078-0 8255 0 2 0.5 0 37.7 WILKINS PRV 078-I 8255 93 0 0 6.0256 0 *** 0.5 3 078-I 8255 0 2 ix(us.Tee-Br)=13.15 1.09 150 40.8 064 8Z55 93 Z.009 13.15 0.0624 0 14.23 0.9 064 8255 0 4 ix(coupling)=1.32 1 120 41.7 065 8254 93 4.26 1.32 0.0024 0.4 2.32 0 065 8254 0 4 3x(us.90)=54.98 150.5 140 42.1 W1 8254.5 93 4.3 54.98 0.0017 -0.2 205.48 0.4 W 1 42.2 Path No: 2 201 8260 5.6 23.1 1 lx(us.Tee-Br)=7.76 1.5 150 17 003 8261.5 23.1 1.055 7.76 0.1089 -0.6 9.26 1 003 17.3 File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 16 Job: Resnick Res Hydraulic Calculations PIPE INFORMATION Path No: 3 20Z 8260 5.6 23.4 1 ix(us.90)=3.11 15.03 150 17.5 012 8261.5 23.4 1.055 3.11 0.1117 -0.6 18.13 2 012 8261.5 24 1.25 13.53 150 18.8 011 8261.5 47.4 1.291 0 0.1545 0 13.53 2.1 011 8261.5 0 1.5 2.41 150 20.9 050 8261.5 47.4 1.527 0 0.0682 0 2.41 0.2 050 8261.5 -9.2 2 ix(us.Tee-Br)=13.15 6.85 150 21.1 008 8261.5 38.2 2.009 lx(us.90)=6.57 19.72 0.012 0 26.57 0.3 008 21.4 Path No: 4 203 8260 5.6 24 1 ix(us.Tee-Br)=7.76 1.5 150 18.4 012 8261.5 24 1.055 7.76 0.1172 -0.6 9.26 1.1 012 18.8 Path No: 5 050 8261.5 0 2 2x(us.Tee-Br)=26.29 12.56 150 21.1 048 8271 9.2 2.009 ix(us.90)=6.57 32.86 0.0009 -4.1 45.42 0.0 048 8271 0 1.25 lx(us.Tee-Br)=6.55 6.38 150 16.8 027 8271 9.2 1.291 6.55 0.0074 0 12.93 0.1 OZ7 8271 0 1 5x(us.90)=15.53 118.1 150 16.9 ill 8260 9.2 1.055 4x(us.Tee-Br)=31.05 47.35 0.0199 4.8 lx(elbow.22.5)=0.78 165.45 3.3 111 8260 0 1.25 ix(us.Tee-Br)=6.55 26.04 150 25.2 066 8260.67 9.2 1.291 2x(us.90)=6.55 13.1 0.0074 -0.3 39.14 0.3 066 25.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.63 ft/s occurs in the following pipe(s): (Oli-012) *** 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. File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright�O 2002-2012 Tyco Fire Protection Products Page 17 Job: Resnick Res Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 ioo 95 90 AS 80 75 70 65 Q 60 N 55 L y 5� N N 45 L a ao ;s so zs zo is io s 0 0 0 0 0 0 0 0 0 � 0 0 0 0 0 0 ° _ N M 7 Vl �D l� � Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 420 (Febco 850 SMALL, Size = 2); Inlet Node: 077-I; Outlet Node: 077-0 s.� 7.9 �9 6 psi @ 93 gpm N 5.9 Q. N L 7 4.9 N N N L a 3.v 2.9 1.9 0.9 0 0 o c o 0 0 .--� cn �D 01 N oC Flow,gpm File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 18 Job: Resnick Res Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 419 (WILKINS PRV, Size = 2); Inlet Node: 078-I; Outlet Node: 078-0 a9 79 69 �tl! 59 O. N L � 49 y N N L a 39 z� 19 y 3psi@9l3gpm O i � . M , O . i O o � � O N �n 1� O O O -� N Vl Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 421 (Riser Manifold, Size = 2); Inlet Node: 076-I; Outlet Node: 076-0 15.492 � � —I— —!— — I 14.492 13.492 12.492 I 1.492 10.492 p,9.492 N � 8.492 N N 7.492 N L a 6.a9z 5.492 4.492 3.492 2.492 0.7psi@93gpm 1.492 I � 0.492� � � i 0 0 0 0 0 0 � o � o �n � o 0 0 0 0 -� -- N M 7 V1 Flow,gpm File:C:\dwg\Phoenix-Resnick\Resnick FP2.dwg Date 2/17/2014 Copyright O 2002-2012 Tyco Fire Protection Products Page 19