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HomeMy WebLinkAboutFIRE SPRINKLER CALCULATIONS - 16-00577 - 117 S 2nd E - Mattson Apts - Bldg B NO 23 Units'Excludes tension -only bracing systems c 2006 National Fire Protection Association NFPA 13 (p. 1 of 1) Laterial Seismic Bracing Calculations Sheet 1 of _2_ Project: Address: MATTSON APTS. E 1ST SAND 2ND EAST REXBURG, IDAHO 4" Sch 10 Lateral Table 9.3.5.5.2(a) BRACING DISTANCE 40'= 454 Contractor: Phoenix Fire Protection Address: 4130 Airport Road Nampa, Idaho 83687 Telephone: (208) 468-9115 (208) 461-9117 Brace Information Seismic Brace Attachments Length of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration:' L/R value:" Maximum horizontal load: 7'0" 1 in. Schedule 40 60-90 deg 0.42 200 713 Structure attachment fitting or tension-only bracing system: Make: Afcon Model: #077 Listed load rating: 2015 Adjusted load rating per 9.3.5.2.3:1425 Sway brace (pipe attachment) fitting: Make: Afcon Model: "E" Listed load rating: 2015 Adjusted load rating per 9.3.5.2.3: 1425 Fastener Information Seismic Brace Assembly Detail (Provide detail on plans) Orientation of connecting surface: HORIZONTAL Fastener: Type: LAG BOLT Diameter: 1/2" X4 1/2" TOP CORD CONN. ANGLE C Maximum load: 550 SEE FP DRAWINGS FOR DETAILS Brace identification no. (to be used on plans) B 45-59 Degree from Vertical SEE CALCULATIONS FOR DEGREE FROM VERTICAL Sprinkler System Load Calculation [Fp= _.5_ Wp (default is 0.5)] Diameter Type Length (ft) Total (ft) Weight per ft Wp Total Weight 1 in. Sch 40 0.00 ft 2.05 Ib/ft 0.5 0.00 Ib 1 1/4 in. Sch 40 0.00 ft 2.92 Ib/ft 0.5 0.00 Ib 1 1/2 in. Sch 10 0.00 ft 3.05 Ib/ft 0.5 0.00 Ib 2 in. Sch 10 0.00 ft 4.22 Ib/fl 0.5 0.00 Ib 2 1/2 in. Sch 10 0.00 ft 5.89 Ib/ft 0.5 0.00 Ib 3 in. Sch 10 0.00 0 7.95 Ib/ft 0.5 0.00 Ib 4 in. Sch 10 40 40.00 ft 11.79 Ib/ft 0.5 235.80 Ib 6 in. Sch 10 ft 23.04 Ib/ft 0.5 0.00 Ib 8 in. Sch 10 ft 40.10 Ib/ft 0.5 0.00 Ib Total weight 235.80 Ib Fp x 1.15 271.17 Ib 'Excludes tension -only bracing systems c 2006 National Fire Protection Association NFPA 13 (p. 1 of 1) 'Excludes tension -only bracing systems c 2006 National Fire Protection Association FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form NFPA 13 (p. 1 of 1) Longitudinal Seismic Bracing Calculations Sheet 2 of 2 Project: Address: MATTSON APTS. E 1 ST S AND 2ND EAST REXBURG, IDAHO Contractor: Phoenix Fire Protection Address: 4130 Airport Road Nampa, Idaho 83687 Telephone: (208) 468-9115 Fax: (208) 461.9117 Brace Information Seismic Brace Attachments Length of brace: Diameter of brace: TO" 1 in. Structure attachment fitting or tension-only bracing system: Make: Afcon Model: #077 Type of brace: Angle of brace: Least radius of gyration:' UR value:' Schedule 40 60-90 deg 0.42 200 Listed load rating: 2015 Adjusted load rating per 9.3.5.2.3: 1425.04 Sway brace (pipe attachment) fitting: Make: Afcon Model: #410 Listed load rating: 1000 Adjusted load rating per 9.3.5.10.3: 1425.04 Maximum horizontal load: 713 Fastener Information Orientation of connecting surface: HORIZONTAL Fastener: Type: LAG BOLT Diameter: 1/2" X4 1/2" TOP CORD WOOD CONN. ANGLE F Maximum load: 550 Seismic Brace Assembly Detail (Provide detail on plans) SEE FP DRAWINGS FOR DETAILS SEE CALCULATIONS FOR DEGREE FROM VERTICAL Sprinkler System Load Calculation [Fp= Wp (default is 0.5)] Diameter Type Length (ft) Total (ft) Weight per ft Wp Total Weight 1 in. Sch 40 0.00 ft 2.05 Ib/ft 0.5 0.00 Ib 1 1/4 in. Sch 40 ft 2.93 Ib/ft 0.5 0.00 Ib 1 1/2 in. Sch 40 0.00 It 3.61 Ib/ft 0.5 0.00 Ib 2 in. Sch 10 It 4.22 Ib/ft 0.5 0.00 Ib 21/2 in. Sch 10 0.00 ft 5.89 Ib/ft 0.5 0.00 Ib 3 in. Sch 10 80 80.00 ft 7.94 Ib/ft 0.5 317.60 Ib 4 in. Sch 10 0.00 ft 11.79 Ib/ft 0.5 0.00 Ib 6 in. Sch 10 ft 23.03 Ib/ft 0.5 0.00 Ib 8 in. Sch 10 ft 40.08 Ib/ft 0.5 0.00 Ib Total weight 317.60 Ib Fp x 1.15 365.24 Ib 'Excludes tension -only bracing systems c 2006 National Fire Protection Association FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form NFPA 13 (p. 1 of 1) § ! { )2 # § § U y ) .r !� ® § ( \ / } 0 § i® / ILCL! . o § 0 2 2 / § j k| I § #| /k HYDRAULIC CALCULATIONS for Job Information Project Name: MATTSON APTS. NORTH Contract No.: 17-201 City: Project Location: Date: 2/1/2017 Contractor Information 3RD FLOOR Name of Contractor: PHOENIX FIRE RESIDENTIAL Address: 4130 AIRPORT RD City: NAMPA, ID 83687 Phone Number: (208)468-9115 E-mail: JAVIER@PHOENIXFP.COM Name of Designer: JAVIER 400 Authority Having Jurisdiction: 3 Design 0 Remote Area Name 2 Remote Area Location 3RD FLOOR Occupancy Classification RESIDENTIAL Density (gpm/ft2) 0.05 Area of Application (ft") 1200 Coverage per Sprinkler (fit") 400 Number of Calculated Sprinklers 3 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 100 Total Water Required (incl. Hose Streams) (gpm) 161.9 Required Pressure at Source (psi) 51.6 Type of System Wet Volume - Entire System (gal) 73.3 gal Water Supply Information Date 02/01/2017 Location ON SITE Source SRC Notes File: C:\Users\godlla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 2 00 W 9 4 5 Job: MATTSON APTS. NORTH 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 : SRC Flow m Pressure(psi) 0 70 1130 68 Supply Analysis Node at Source Static Pressure Residual Pressure(gpm) Flow Available Pressure Total Demand Required Pressure (psi) (psi) (psi) (gpm) (psi) SRC 70 68 1130 70 161.9 51.6 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 100 Other (custom defined) Hose Flow (gpm) - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow (gpm) 100 Sprinklers Ovehead Sprinkler Flow (gpm) 61.9 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 - - - - - - - - - - - - - Total Sprinkler Flow (gpm) 61.9 Other Required Margin of Safety (psi) 0 SRC - Pressure (psi) 51.6 SRC -Flow (gpm) 61.9 Demand w/o System Pump(s) N/A File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright ® 2002-2012 Tyco Fire Protection Products Page 4 Job: MATTSON APTS. NORTH Hydraulic Analysis for: 2 Graph Labels Label Description Flow (gpm) Values Pressure (psi) S1 Supply point #1 - Static 0 70 S2 Supply point #2 - Residual 1130 68 D1 Elevation Pressure 0 14.7 D2 System Demand 61.9 51.6 D3 System Demand + Add.Out.Hose 161.9 51.6 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 70 77.1 18.4 161.9 Open Heads File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Dale 3/24/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Required Calculated Head Ref. Head Type Coverage K -Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/Psl'�) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S201 Overhead 400 4.9 0.05 20 16.7 0.05 20 16.7 Sprinkler 5202 Overhead Sprinkler 400 4.9 0.05 20 16.7 0.051 20.6 17.6 5203 Overhead 400 4.9 0.05 20 16.7 0.053 21.3 18.9 Sprinkler File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Dale 3/24/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job: MATTSON APTS. NORTH Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type K -Fact. Discharge Coverage Tot. Pres. Req. Pres, Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiyz gpm ftz psi psi ft gpm gpm/ftz psi gpm 5201 Overhead Sprinkler 4.9 20 400 16.7 16.7 29 HEAD Open 0.0 0.05 -14.7 20 5202 Overhead Sprinkler 4.9 20.6 400 17.6 16.7 29 1 HEAD Open 10.6 0.051 -14.7 120 S2O3 Overhead Sprinkler 4.9 21.3 400 18.9 16.7 29 HEAD Open 1.3 0.053 -14.7 20 626 Node 16.8 29.5 NODE -14.9 627 Node 17.7 29.5 NODE -14.9 624 Node 18.2 29.5 NODE -14.9 001 Node 19.1 29.5 NODE -14.9 002 Node 19.8 29.5 NODE -14.9 003 Node 25.6 29.5 NODE -14.9 122 Node 40.4 9.5 NODE -6.3 123 Node 40.5 9.5 NODE -6.3 140 Node 42 9.5 NODE -6.3 141-0 Node 43.3 6.54 NODE -5 141-I Node 47.6 4.11 NODE -3.9 SRC Supply _619 51.6 5 SUPPLY 0 File: C:\Users\gorilla\Desktop\Design\17.201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 02002-2012 Tyco Fire Protection Products Page 7 Job: MATTSON APTS. NORTH PIPE INFORMATION Hydraulic Calculations Node 1 Elev 1 IK -Factor 1 I 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) 626 (ft) (gpm/pslY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 S201 29 4.9 20 1 lx(us.90)=3.71 0.5 120 16.7 626 29.5 20 1.191 3.71 0.07 -0.2 4.21 0.3 626 29.5 0 1 1x(BM.Tee-Run)=1 15.2 150 16.8 624 29.5 20 1.101 lx(BM.90)=5 6 0.0679 0 21.2 1.4 624 29.5 20.6 1 1X(BM.Tee-Run)=1 5.34 150 18.2 002 29.5 40.6 1.101 1 0.2513 0 6.34 1.6 002 29.5 21.3 1 1X(BM.Tee-Br)=5 5.61 150 19.8 003 29.5 61.9 1.101 5 0.5494 0 10.61 5.8 003 29.5 0 2 20x(BM.Tee-Run)=20 149.37 150 25.6 122 9.5 61.9 2.003 lx(us.90)=6.48 56.48 0.0298 8.7 lx(BM.90)=10 205.85 6.1 2x BM.Tee-Br =20 122 9.5 0 4 lx(us.Tee-Br)=26.33 7.21 120 40.4 123 9.5 61.9 4.26 26.33 0.0011 0 33.54 0.0 123 9.5 0 2 4x(BM.Tee-Run)=4 30.25 150 40.5 140 9.5 61.9 2.003 lx(us.90)=6.48 20.48 0.0298 0 1x BM.Tee-Br =10 50.73 1.5 140 9.5 0 4 lx(coupling)=1.32 2.96 120 42 141-0 6.54 61.9 4.26 1.32 0.0011 1.3 4.27 0 141-0 6.54 0 4 2.43 0 43.3 DERRINGER 141-I 4.11 61.9 0 0 1.3307 1.1 *** 2.43 3.2 141-1 4.11 0 4 lx(us.90)=13.17 46.81 120 47.6 SRC -5 61.9 4.26 13.17 0.0011 3.9 59.98 0.1 SRC 51.6 Path No: 2 S202 29 4.9 20.6 1 lx(us.90)=3.71 0.5 120 17.6 627 29.5 20.6 1.191 3.71 0.0736 -0.2 4.21 0.3 627 29.5 0 1 1x(BM.Tee-Br)=5 2.18 150 17.7 624 29.5 20.6 1.101 5 0.0713 0 7.18 0.5 624 18.2 File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 0 2002-2012 Tyoo Fire Protection Products Page 8 Job: MATTSON APTS. NORTH PIPE INFORMATION Hydraulic Calculations 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 frlCt (Pf) 001 (ft) (gpm/psi'h) (gpm) (In) (ft) (ft) (psi) (psi) Path No: 3 S203 29 4.9 21.3 1 lx(us.90)=3.71 0.5 120 18.9 001 29.5 21.3 1.191 3.71 0.0787 -0.2 4.21 0.3 001 29.5 0 1 1x(BM.Tee-Br)=5 4.95 150 19.1 002 29.5 21.3 1.101 5 0.0763 0 9.95 0.8 002 19.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 20.86 ft/s occurs in the following pipe(s): (003-002) *** 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:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright C 2002-2012 Tyw Fire Protection Products Page 9 Job: MATTSON APTS. NORTH 1.3 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC i i 1 — I —-------- �..._ __....... _. Flow, gpm Pressure Loss Function Design Area: 2; BFP Ref.: 898 (DERRINGER, Size = 4); Inlet Node: 141-I; Outlet Node: 141-0 I I I 4- 32 psi @ 61.9 gpm I Flow, g pm File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 10 q, O u m p� 7 n m d p v AIA F H py n o _ m y 9 YYI A m u d M A U 3 N C O n N LL � v 3 � a f N n 2 a � Q Z m T Z o O o e E o o N 2 E y n o Q o N N d a v u U vrn c _ rn 8 d H C O N � a d O o N N L Y 0 � N m rn p in o f N U N C � LL 6 a a a T V C A a 0 V V 0 2 r J Q z 3 F o—y 0 a a 0 p u c � U o N N � � r Q a v E o Z Z C t3)H T a U m •GI M o O O HYDRAULIC CALCULATIONS for Job Information Project Name: MATTSON APTS. NORTH Contract No.: 17-201 City: Project Location: Date: 2/1/2017 Contractor Information Name of Contractor: PHOENIX FIRE Address: 4130 AIRPORT RD City: NAMPA, ID 83687 Phone Number: (208)468-9115 E-mail: JAVIER@PHOENIXFP.COM Name of Designer: JAVIER Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location STANDPIPE Occupancy Classification LIGHT Density (gpm/ft') 0.101 Area of Application (ft') 7500 Coverage per Sprinkler (ft') 2500 Number of Calculated Sprinklers 3 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 0 Total Water Required (incl. Hose Streams) (gpm) 771.8 Required Pressure at Source (psi) 124.9 Type of System Wet Volume - Entire System (gal) 149.5 gal Water Supply Information Date Location 02/01/2017 ON SITE Source TRK Notes File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 2 Oo N i% n a J J • -qo M �r ti r�5 5 0 U Job: MATTSON APTS. NORTH Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (Ib/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Hydraulic Analysis for : 1 Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Supply 1 : TRK Flow (ai)ml Pressure sl 0 180 2250 97.5 Supply Analysis 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 Sprinkler Flow (gpm) 771.8 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 - - - - - Total Sprinkler Flow (gpm) 771.8 Other Required Margin of Safety (psi) 0 TRK - Pressure (psi) 124.9 TRK - Flow (gpm) 771.8 Demand w/o System Pump(s) N/A File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright ® 2002-2012 Tyco Fire Protection Products Page 4 Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) TRK 180 97.5 2250 168.6 771.8 124.9 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 Sprinkler Flow (gpm) 771.8 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 - - - - - Total Sprinkler Flow (gpm) 771.8 Other Required Margin of Safety (psi) 0 TRK - Pressure (psi) 124.9 TRK - Flow (gpm) 771.8 Demand w/o System Pump(s) N/A File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright ® 2002-2012 Tyco Fire Protection Products Page 4 N pd 'einsseJd E Job: MATTSON APTS. NORTH Hydraulic Analysis for: 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) St Supply point #1 - Static 0 180 S2 Supply point #2 - Residual 2250 97.5 D1 Elevation Pressure 0 10 D2 System Demand 771.8 124.9 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 164.7 906.3 43.7 771.8 Open Heads File: C:\Users\gorilla\Desktop\Design\17.201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 02002-2012 Tyco Fire Protection Products Page 6 Required Calculated Head Ref. Head Type Coverage K -Factor Density Flow Pressure Density Flow Pressure (ftp) (gpm/PSI'/2) (gpm/ft') (gpm) (Psi) (gpm/R') (gpm) (Psi) 5102 Overhead 2500 25.2 0.1 250 100 0.103 257.6 104.5 Sprinkler 5103 Overhead 2500 25.2 0.1 250 100 0.101 252 100 Sprinkler S104 Overhead 2500 25.2 0.1 250 100 0.105 262.2 108.3 Sprinkler File: C:\Users\gorilla\Desktop\Design\17.201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 02002-2012 Tyco Fire Protection Products Page 6 Job: MATTSON APTS. NORTH Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type K -Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge Spm/psirh Spm ft2 psi psi ft gpm gpm/ft= psi gpm 5103 Overhead Sprinkler 25.2 252 2500 100 100 23 HEAD Open 2 0.101 -5.6 250 5102 Overhead Sprinkler 25.2 257.6 2500 104.5 100 13 HEAD Open 7.6 0.103 -1.3 250 5104 Overhead Sprinkler 25.2 262.2 2500 108.3 100 33 HEAD Open 12.2 0.105 -10 250 01 Node 107.3 13 NODE -1.3 12 Node 109.8 33 NODE -10 05 Node 120.9 10 NODE 0 TRK Supply 771.8 124.9 10 SUPPLY 0 File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job: MATTSON APTS. NORTH PIPE INFORMATION Hydraulic Calculations 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) 01 (ft) (gpm/psilk) (gpm) (in) (ft) (ft) (psi) (PSI) Path No: 1 5103 23 25.2 252 2.5 lx(us.90)=8.24 10.5 120 100 01 13 252 2.635 8.24 0.1595 4.3 18.74 3 01 13 257.6 4 2x(us.Tee-Br)=52.67 137.13 120 107.3 05 10 509.6 4.26 2x(us.90)=26.33 79 0.0566 1.3 216.13 12.2 05 10 262.2 4 33.04 120 120.9 TRK 10 771.8 4.26 0 0.1222 0 33.04 4 TRK 124.9 Path No: 2 S102 13 25.2 257.6 2.5 1x(us.Tee-Br)=16.47 0.5 120 104.5 01 13 257.6 2.635 16.47 0.1661 0 16.97 2.8 01 107.3 Path No: 3 S104 33 25.2 262.2 2.5 lx(us.90)=8.24 0.5 12 33 262.2 2.635 8.24 8.74 12 33 0 4 lx(us.90)=13.17 27.38 05 10 262.2 4.26 lx(us.Tee-Br)=26.33 39.5:0±111 66.88 05 120.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.37 ft/s occurs in the following pipe(s): (TRK -05) File: C:\Users\godlla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright C 2002-2012 Tyco Fire Protection Products Page 8 Job: MATTSON APTS. NORTH 4i Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: TRK; Supply Name:TRK o) ; 40 30. �- p_ 10 a 90 I �_._. _._.--._-- —_--. - m— – -- ...... _-_ - — .._. — _----- ------------- —----------._ ------ -- m— — — -- — --- ----- a It Flow, gpm File: C:\Users\gorilla\Desktop\Design\17-201 MATTSON NORTH FP.dwg Date 3/24/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9