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Report (105) --1--1... q( ) RECEIVED - „?,51,A CITY OF TIGARD kOCT 1 7 201R ..c ,.. , WE Ski AND NCOURAGE WET CERTIFICATICN .,-__.:,•40--_*.-,h?,4 h*,**„u*, 2,,,ILDI NG DIVISRDN -._ -,,,,...4.• .-..=, '- '11* - ' -,"It'''' - •' -diffIl.71.=-4"1,0,1 I. I RES0 PCOI . _ . ____ mATic FIRE pftarEcTION - '. , -..f.,14..z *41 If.'1- --'"P'•:7:-1 '-71'; ,,„' ''' P---- i.P11,.," **--.4.."*4 (1111.1"' ill • ' ,z.--*;.,,:"*.•" "' -*I* ..-',16,1=*. -lc, I ar-7 - '1' ' -- ....,- HYDRAULIC CALCULATION 64, r‘T- SUBMITTALS N ' TSi.. HE APARTMENTS BUILDING 6 ...,, ._..... „ttttgisfAiktps,- r -77506 PE 10-11-2018 OREGON co C— L EXPIRATION DATE:12/31/18 ...... 3203 NE 65th Street, Space 2 44. Vancouver, WA 9866 cfl'ione: 360-718-8604 Fax: 360-718-8603 0,.., . 1 { SUP C ND ENCOURAGE ACETCERIu1CAT1ON IWO TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CALCULATION DESIGN AREA 1 DESIGN AREA 2 DESIGN AREA 3 DESIGN AREA 4 PRODUCT DATA SHEETS BACKFLOW ASSEMBLY RISER MANIFOLD CHECK VALVE FDC CPVC PIPE & FITTINGS HANGERS RESIDENTIAL SPRINKLER PENDENT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER 1; "71! W VAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT SW 77th Pl. & SW Hunziker ADDRESS SW 77th Pl. & SW Hunziker CROSS STREET FLOW HYDRANT SW 77thPl. & SW Hunziker LOCATION STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 DATED 05.04.18 MONITOR HYDRANT SW 77thPl. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner 1 FORWARD FLOW CALCULATION AND AVAILABLE WATER FLOW AT PITOT Project Name: Job#: 2018-TF-001 THE FIELDS - BUILDING 6 Date: Jul-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 82 GPM OD Size Sch 40 Sch 10 C Factor of Pipe 120 1 1.049 Line 1 1 1/4 1.380 1.442 1 1/4 Pipe Size 1.442 SCH Sch 10 Pipe #Fits 1 1/2 1.610 1.682 Ft. of Pipe 12 45 ElI 1 1 2 2.067 2.157 90 ElI 9 3 2 1/2 2.469 2.635 VLV 4 1 3 3.068 3.260 Tot Fits 20 Tee 6 1 4 4.026 4.260 Total 32 6 6.357 Line 2 8 8.249 2 Pipe Size 2.067 SCH Sch 40 Pipe #Fits N/A Ft.of Pipe 5 0 0 Fitting Equivalent Lengths in Feet 0 0 0 45 ElI 90 ElI Tee VLV CV 0 0 1 1 2 5 4 5 Tot Fits 0 0 0 1 1/4 1 3 6 4 7 Total 5 1 1/2 2 4 8 5 9 Line 3 2 2 5 10 6 11 2 Pipe Size 2.157 SCH Sch 10 Pipe #Fits 2 1/2 3 6 12 7 14 Ft.of Pipe 0 0 3 3 7 15 10 16 0 0 4 4 10 20 12 22 0 0 6 7 14 30 10 32 Tot Fits 0 0 0 8 9 18 35 12 45 Total 0 VLV=Control Val CV=Check Valve Line 4 2 'Pipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 160.7 eqv ft added for BFP Loss 8.5 PSI @ 82 GPM Friction Loss in 1 1/4 Pipe 0.38 * 32 12.03 line 1 Friction Loss in 2 Pipe 0.07 * 5 0.33 line 2 Friction Loss in 2 Pipe 0.05 * 0 0.00 line 3 Friction Loss in 2 Pipe 0.05 * 161 8.50 line 4 Total Loss 20.85 Total Pressure Required @ Base of Riser 4 + 21 = 25 PSI Pressure Available at 82 GPM = 104 PSI Remaining Pressure I 79 I 76% Static 104 Residual 100 Flow 2500 Prepared by Bob Knight,CET III (NICET# 100164) HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/6/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 1 Remote Area Location 4TH FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 452 Coverage per Sprinkler(ft2) 2004011 Number of Calculated Sprinklers 4 ' ••��Tj. 1 GI py In-Rack Demand(gpm) 0 y '� 9l ,r 77506 PE Special Heads 10-11-2018 OREGON Hose Streams(gpm) 100 `'<<N yti Opto 102 �P Total Water Required(incl.Hose Streams)(gpm) 186 /Py L . 0 N Required Pressure at Source(psi) 90.2 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 352.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 6 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) SRC 104 100 2256 104 186 90.2 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) 86 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 86 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 90.2 SRC -Flow(gpm) 86 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 1 if Supply 0 Supply;Safety Pressure 0 System Demand IF Add.Out.Hose 0 Available At Source I 150 140 $ i 13� 104psi@186gpm ' . .. ., 1s ,W 9. i 1 4 D2 v 99.515 .... U) D3 Q t� � V) 70— € l U) 60� . ,t.�, 50— , i I 40— lea jDlI f 0 7080900001010t201330m40050016001700180019002000 2100 2200 2300 240 4 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) Si Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 86 90.2 D3 System Demand+Add.Out.Hose 186 90.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gp ) Supply 104 94 13.7 186 Supply;Safety Pressure 98.8 91.1 8.5 186 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 200 4.9 0.1 20 16.7 0.127 25.4 27 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 103 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler 104 Overhead 200 4.9 0.1 20 16.7 0.101 20.2 16.9 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 6 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/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 102 27.79 4.9 20 1 lx(BM.Tee-Br)=5 13.72 150 16.7 0004 36.46 20 1.101 lx(BM.90)=5 10 0.0678 -3.8 23.72 1.6 0004 36.46 -0.1 1 20x(BM.Tee-Run)=20 152.1 150 14.5 0029 36.46 19.9 1.101 lx(BM.Tee-Br)=5 45 0.067 0 4x(BM.90)=20 197.1 13.2 0029 36.46 -1.7 1 lx(BM.Tee-Run)=1 6.46 150 27.7 0033 36.46 18.2 1.101 1 0.0569 0 7.46 0.4 0033 36.46 -2.2 1 4x(BM.Tee-Run)=4 17.13 150 28.1 0043 36.46 16 1.101 4 0.0451 0 21.13 1 0043 36.46 7.6 1 lx(BM.Tee-Run)=1 12.11 150 29.1 0047 36.46 23.6 1.101 2x(BM.Tee-Br)=10 11 0.0924 0 23.11 2.1 0047 36.46 6 1.25 lx(BM.Tee-Run)=1 9.29 150 31.2 0408 27.17 29.6 1.394 1 0.0445 4 10.29 0.5 0408 27.17 14.9 1.25 lx(BM.Tee-Run)=1 9.25 150 35.7 0421 17.92 44.5 1,394 1 0.0946 4 10.25 1 0421 17.92 16.8 1.25 lx(BM.Tee-Br)=6 9.25 150 40.7 0860 8.67 61.3 1.394 6 0.171 4 15.25 2.6 0860 8.67 24.7 1.25 lx(coupling)=1.59 40.39 150 47.3 0877 8.67 86 1.394 4x(BM.Tee-Run)=4 35.59 0.3199 0 5x(BM.90)=30 75.97 24.3 0877 8.67 0 2 1x(coupling)=1.23 3.95 120 71.6 FS-O 5.42 86 2.157 lx(us.Tee-Br)=12.31 13.54 0.0577 1.4 17.49 1 FS-O 5.42 0 2 1 0 74 Flow Switch FS-I 5.33 86 0 0 3 0.0 *** 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 77.1 BFP-O 3.21 86 2.157 1.23 0.0577 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 78.1 Ames3000BM BFP-I 1.33 86 0 0 4.7048 0.8 1 1.88 8.8 *** BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 87.8 RC 1.17 86 2.067 1 0.071 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 88 FF 1 • 86 4.26 1.32 0.0021 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 88.1 0360 -3.75 86 4.3 18.33 0.0015 2.1 23.08 0.0 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 6 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/psi1/z) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 1 0360 -3.75 0 4 lx(coupling)=1.94 43.52 150 90.1 0361-0 -3.75 86 4.24 1.94 0.0014 0 45.46 0.1 0361-0 -3.75 0 4 0.75 0 90.2 Gate A2360 0361-I -3.75 86 0 0 0.0023 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 90.2 SRC -3.75 86 4.24 0 0.0014 0 1.41 0 SRC 90.2 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 6 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/Psis) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 2 104 27.79 4.9 20.2 1 lx(BM.Tee-Br)=5 12.79 150 16.9 1735 36.46 20.2 1.101 1x(BM.90)=5 10 0.0688 -3.8 22.79 1.6 1735 36.46 20.5 1 2x(BM.Tee-Run)=2 20.93 150 14.7 0250 36.46 40.7 1.101 lx(BM.Tee-Br)=5 12 0.2523 0 lx(BM.90)=5 32.93 8.3 0250 36.46 -10.6 1 2x(BM.Tee-Run)=2 11.5 150 23 0248 36.46 30 1.101 2 0.1439 0 13.5 1.9 0248 36.46 -13.4 1 4x(BM.Tee-Run)=4 32.86 150 25 0350 36.46 16.7 1.101 lx(BM.Tee-Br)=5 9 0.0483 0 41.86 2 0350 36.46 -5.5 1 lx(BM.Tee-Run)=1 12.86 150 27 0347 36.46 11.1 1.101 2x(BM.Tee-Br)=10 11 0.0229 0 23.86 0.5 0347 36.46 15 1 lx(BM.Tee-Br)=5 9.29 150 27.6 0365 27.17 26.1 1.101 5 0.1111 4 14.29 1.6 0365 27.17 -10.9 1 lx(BM.Tee-Br)=5 9.25 150 33.2 0790 17.92 15.3 1.101 5 0.0411 4 14.25 0.6 0790 17.92 -7.3 1 lx(BM.Tee-Br)=5 9.25 150 37.8 0817 8.67 8 1.101 5 0.0124 4 14.25 0.2 0817 8.67 -3.5 1 2x(BM.Tee-Run)=2 12.86 150 41.9 1247 8.67 4.4 1.101 lx(BM.Tee-Br)=5 7 0.0042 0 19.86 0.1 1247 8.67 -0.5 1 3x(BM.Tee-Run)=3 9.5 150 42 1235 8.67 3.9 1.101 3 0.0033 0 12.5 0.0 1235 8.67 -0.7 1 2x(BM.Tee-Run)=2 6.46 150 42.1 1231 8.67 3.3 1.101 2 0.0024 0 8.46 0.0 1231 8.67 -0.9 1 2x(BM.Tee-Run)=2 23.39 150 42.1 0831 8.67 2.3 1.101 lx(BM.Tee-Br)=5 7 0.0013 0 30.39 0.0 0831 8.67 4.7 1 3x(BM.Tee-Run)=3 20.97 150 42.1 0834 8.67 7.1 1.101 3 0.0099 0 23.97 0.2 0834 8.67 -2 1 lx(BM.Tee-Br)=5 5.03 150 42.4 1022 8.67 5.1 1.101 lx(BM.Tee-Run)=1 6 0.0053 0 11.03 0.1 1022 8.67 -1.8 1 24x(BM.Tee-Run)=24 182.79 150 42.4 0905 8.67 3.3 1.101 2x(BM.Tee-Br)=10 84 0.0024 0 10x(BM.90)=50 266.79 0.6 0905 8.67 12.2 1 lx(BM.Tee-Run)=1 6.46 150 43.1 0850 8.67 15.5 1.101 1 0.0422 0 7.46 0.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 6 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/psi1h) (gpm) (in) (ft) (ft) (psi) (psi) 0850 8.67 9.2 1 5x(BM.Tee-Run)=5 29.24 150 43.4 0860 8.67 24.7 1.101 lx(BM.Tee-Br)=5 10 0.1 0 39.24 3.9 0860 47.3 Path No: 3 103 27.79 4.9 20.4 1 lx(BM.Tee-Br)=5 8.67 150 17.3 0001 36.46 20.4 1.101 5 0.0702 -3.8 13.67 1 0001 36.46 0.1 1 lx(BM.Tee-Run)=1 2.13 150 14.5 1735 36.46 20.5 1.101 1 0.071 0 3.13 0.2 1735 14.7 Path No: 4 101 27.79 4.9 25.4 1 lx(BM.Tee-Br)=5 8.67 150 27 0328 36.46 25.4 1.101 5 0.1059 -3.8 13.67 1.4 0328 36.46 -10.5 1 5x(BM.Tee-Run)=5 62.69 150 24.7 0347 36.46 15 1.101 lx(BM.Tee-Br)=5 10 0.0397 0 72.69 2.9 0347 27.6 Path No: 5 0004 36.46 0 1 lx(BM.Tee-Run)=1 14.55 150 14.5 0001 36.46 0.1 1.101 2x(BM.90)=10 11 0 0 25.55 0 0001 14.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:THE FIELDS BUILDING 6 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) (9pm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 0029 36.46 0 1 2x(BM.Tee-Run)=2 9.5 150 27.7 0278 36.46 1.7 1.101 2 0.0007 0 11.5 0 0278 36.46 10.6 1 lx(BM.Tee-Run)=1 12.11 150 27.7 0285 36.46 12.3 1.101 2x(BM.Tee-Br)=10 11 0.0276 0 23.11 0.6 0285 36.46 10.5 1 lx(BM.Tee-Br)=5 9.29 150 28.4 1481 27.17 22.8 1.101 5 0.0862 4 14.29 1.2 1481 27.17 -6.2 1 lx(BM.Tee-Run)=1 9.25 150 33.6 0442 17.92 16.6 1.101 1 0.0479 4 10.25 0.5 0442 17.92 -6.2 1 lx(BM.Tee-Br)=5 9.25 150 38.1 0915 8.67 10.4 1.101 5 0.0202 4 14.25 0.3 0915 8.67 -0.7 1 2x(BM.Tee-Run)=2 12.11 150 42.4 0910 8.67 9.7 1.101 lx(BM.Tee-Br)=5 7 0.0178 0 19.11 0.3 0910 8.67 2.5 1 2x(BM.Tee-Run)=2 9.5 150 42.8 0905 8.67 12.2 1.101 2 0.0271 0 11.5 0.3 0905 43.1 Path No: 7 0033 36.46 0 1 3x(BM.Tee-Run)=3 46.64 150 28.1 0151 36.46 2.2 1.101 2x(BM.Tee-Br)=10 13 0.0011 0 59.64 0.1 0151 36.46 3.6 1 lx(BM.Tee-Run)=1 7.63 150 28.2 0150 36.46 5.7 1.101 1 0.0067 0 8.63 0.1 0150 36.46 2 1 2x(BM.Tee-Run)=2 7.45 150 28.3 0138 36.46 7.8 1.101 2 0.0117 0 9.45 0.1 0138 36.46 -0.2 1 5x(BM.Tee-Run)=5 48.69 150 28.4 0043 36.46 7.6 1.101 2x(BM.Tee-Br)=10 15 0.0113 0 63.69 0.7 0043 29.1 Path No: 8 0250 36.46 0 1 22x(BM.Tee-Run)=22 175.32 150 23 0278 36.46 10.6 1.101 lx(BM.Tee-Br)=5 47 0.021 0 4x(BM.90)=20 222.32 4.7 0278 27.7 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 0248 36.46 0 1 8x(BM.Tee-Run)=8 42.36 150 25 0237 36.46 13.4 1.101 2x(BM.Tee-Br)=10 23 0.0321 0 lx(BM.90)=5 65.36 2.1 0237 36.46 5.5 1 2x(BM.Tee-Run)=2 6.46 150 27.1 0181 36.46 18.9 1.101 2 0.061 0 8.46 0.5 0181 36.46 -3.6 1 3x(BM.Tee-Run)=3 7.63 150 27.6 0184 36.46 15.3 1.101 3 0.0413 0 10.63 0.4 0184 36.46 -2 1 3x(BM.Tee-Run)=3 7.45 150 28 0112 36.46 13.3 1.101 3 0.0318 0 10.45 0.3 0112 36.46 0.2 1 3x(BM.Tee-Run)=3 24.35 150 28.4 0104 36.46 13.5 1.101 lx(BM.Tee-Br)=5 8 0.0325 0 32.35 1.1 0104 36.46 -6 1 lx(BM.Tee-Br)=5 9.29 150 29.4 1284 27.17 7.5 1.101 lx(BM.Tee-Run)=1 6 0.0109 4 15.29 0.2 1284 27.17 2.1 1 lx(BM.Tee-Br)=5 9.25 150 33.6 0666 17.92 9.6 1.101 5 0.0174 4 14.25 0.2 0666 17.92 -3.3 1 lx(BM.Tee-Br)=5 9.25 150 37.9 1133 8.67 6.3 1.101 5 0.0079 4 14.25 0.1 1133 8.67 -2.7 1 4x(BM.Tee-Run)=4 23.35 150 42 1142 8.67 3.6 1.101 lx(BM.Tee-Br)=5 9 0.0028 0 32.35 0.1 1142 8.67 -1.5 1 21x(BM.Tee-Run)=21 174.91 150 42.1 1085 8.67 2.1 1.101 2x(BM.Tee-Br)=10 61 0.0011 0 6x(BM.90)=30 235.91 0.2 1085 8.67 2.7 1 3x(BM.Tee-Run)=3 7.45 150 42.3 1079 8.67 4.8 1.101 3 0.0048 0 10.45 0.1 1079 8.67 2.4 1 lx(BM.Tee-Br)=5 7.63 150 42.4 0845 8.67 7.2 1.101 5 0.0102 0 12.63 0.1 0845 8.67 2 1 3x(BM.Tee-Run)=3 45.78 150 42.5 0850 8.67 9.2 1.101 lx(BM.Tee-Br)=5 8 0.0161 0 53.78 0.9 0850 43.4 Path No: 10 0350 36.46 0 1 3x(BM.Tee-Run)=3 9.5' 150 27 0237 36.46 5.5 1.101 3 0.0063 0 12.5 0.1 0237 27.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 11 0365 27.17 0 1 2x(BM.Tee-Run)=2 12.86 150 33.2 1428 27.17 6.1 1.101 lx(BM.Tee-Br)=5 7 0.0074 0 19.86 0.1 1428 27.17 -0.5 1 3x(BM.Tee-Run)=3 9.5 150 33.3 1416 27.17 5.5 1.101 3 0.0062 0 12.5 0.1 1416 27.17 0.3 1 2x(BM.Tee-Run)=2 6.46 150 33.4 1412 27.17 5.8 1.101 2 0.0069 0 8.46 0.1 1412 27.17 -0.1 1 2x(BM.Tee-Run)=2 7.63 150 33.5 1355 27.17 5.7 1.101 2 0.0067 0 9.63 0.1 1355 27.17 -1.6 1 3x(BM.Tee-Run)=3 7.45 150 33.5 1359 27.17 4.2 1.101 3 0.0037 0 10.45 0.0 1359 27.17 -1.3 1 3x(BM.Tee-Run)=3 24.35 150 33.6 1284 27.17 2.9 1.101 lx(BM.Tee-Br)=5 8 0.0019 0 32.35 0.1 1284 27.17 -2.1 1 16x(BM.Tee-Run)=16 163.57 150 33.6 1305 27.17 0.7 1.101 5x(BM.90)=25 41 0.0002 0 204.57 0.0 1305 27.17 1.3 1 3x(BM.Tee-Run)=3 7.45 150 33.6 1311 27.17 2 1.101 3 0.001 0 10.45 0.0 1311 27.17 1.6 1 lx(BM.Tee-Br)=5 7.63 150 33.7 0393 27.17 3.6 1.101 5 0.0028 0 12.63 0.0 0393 27.17 1.7 1 3x(BM.Tee-Run)=3 45.78 150 33.7 0398 27.17 5.3 1.101 lx(BM.Tee-Br)=5 8 0.0058 0 53.78 0.3 0398 27.17 9.6 1 4x(BM.Tee-Run)=4 29.24 150 34 0408 27.17 14.9 1.101 2x(BM.Tee-Br)=10 14 0.0393 0 43.24 1.7 0408 35.7 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:THE FIELDS BUILDING 6 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/psi1/z) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 12 0365 27.17 0 1 4x(BM.Tee-Run)=4 22.4 150 33.2 0374 27.17 4.8 1.101 1x(BM.Tee-Br)=5 9 0.0048 0 31.4 0.2 0374 27.17 0.5 1 3x(BM.Tee-Run)=3 9.5 150 33.3 0378 27.17 5.3 1.101 3 0.0059 0 12.5 0.1 0378 27.17 -0.3 1 lx(BM.Tee-Br)=5 6.46 150 33.4 0379 27.17 5 1.101 5 0.0052 0 11.46 0.1 0379 27.17 0.1 1 3x(BM.Tee-Run)=3 20.97 150 33.5 0382 27.17 5.1 1.101 3 0.0054 0 23.97 0.1 0382 27.17 -1.7 1 lx(BM.Tee-Br)=5 5.03 150 33.6 1534 27.17 3.4 1.101 lx(BM.Tee-Run)=1 6 0.0026 0 11.03 0.0 1534 27.17 -1.3 1 24x(BM.Tee-Run)=24 178.77 150 33.6 1487 27.17 2.1 1.101 2x(BM.Tee-Br)=10 64 0.0011 0 6x(BM.90)=30 242.77 0.3 1487 27.17 v 7.5 1 lx(BM.Tee-Run)=1 6.46 150 33.9 0398 27.17 9.6 1.101 1 0.0174 0 7.46 0.1 0398 34 Path No: 13 0790 17.92 0 1 2x(BM.Tee-Run)=2 12.86 150 37.8 0793 17.92 4.1 1.101 lx(BM.Tee-Br)=5 7 0.0035 0 19.86 0.1 0793 17.92 -0.4 1 3x(BM.Tee-Run)=3 9.5 150 37.8 0804 17.92 3.7 1.101 3 0.0029 0 12.5 0.0 0804 17.92 -0.3 1 2x(BM.Tee-Run)=2 6.46 150 37.9 0764 17.92 3.3 1.101 2 0.0024 0 8.46 0.0 0764 17.92 -1.6 1 2x(BM.Tee-Run)=2 7.63 150 37.9 0719 17.92 1.7 1.101 2 0.0007 0 9.63 0 0719 17.92 0.0 1 25x(BM.Tee-Run)=25 173.91 150 37.9 0612 17.92 1.7 1.101 2x(BM.Tee-Br)=10 55 0.0007 0 4x(BM.90)=20 228.91 0.2 0612 17.92 3.4 1 lx(BM.Tee-Br)=5 7.63 150 38.1 0604 17.92 5.1 1.101 5 0.0053 0 12.63 0.1 0604 17.92 1.3 1 3x(BM.Tee-Run)=3 45.78 150 38.1 0431 17.92 6.4 1.101 lx(BM.Tee-Br)=5 8 0.0082 0 53.78 0.4 0431 17.92 10.4 1 4x(BM.Tee-Run)=4 29.24 150 38.6 0421 17.92 16.8 1.101 2x(BM.Tee-Br)=10 14 0.049 0 43.24 2.1 0421 40.7 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:THE FIELDS BUILDING 6 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/psiV 2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 0790 17.92 0 1 4x(BM.Tee-Run)=4 22.4 150 37.8 0775 17.92 3.2 1.101 1x(BM.Tee-Br)=5 9 0.0023 0 31.4 0.1 0775 17.92 0.4 1 3x(BM.Tee-Run)=3 9.5 150 37.8 0771 17.92 3.6 1.101 3 0.0029 0 12.5 0.0 0771 17.92 0.3 1 1x(BM.Tee-Br)=5 6.46 150 37.9 0766 17.92 3.9 1.101 5 0.0033 0 11.46 0.0 0766 17.92 1.6 1 3x(BM.Tee-Run)=3 20.97 150 37.9 0593 17.92 5.5 1.101 3 0.0063 0 23.97 0.2 0593 17.92 -1.3 1 lx(BM.Tee-Run)=1 5.03 150 38.1 0549 17.92 4.2 1.101 lx(BM.Tee-Br)=5 6 0.0038 0 11.03 0.0 0549 17.92 -1.9 1 24x(BM.Tee-Run)=24 178.77 150 38.1 0432 17.92 2.4 1.101 2x(BM.Tee-Br)=10 64 0.0013 0 6x(BM.90)=30 242.77 0.3 0432 17.92 8 1 lx(BM.Tee-Run)=1 6.46 150 38.4 0431 17.92 10.4 1.101 1 0.0202 0 7.46 0.2 0431 38.6 Path No: 15 0817 8.67 0 1 4x(BM.Tee-Run)=4 22.4 150 41.9 0826 8.67 3.5 1.101 lx(BM.Tee-Br)=5 9 0.0027 0 31.4 0.1 0826 8.67 0.5 1 3x(BM.Tee-Run)=3 9.5 150 42 0830 8.67 4 1.101 3 0.0035 0 12.5 0.0 0830 8.67 0.7 1 lx(BM.Tee-Br)=5 6.46 150 42.1 0831 8.67 4.7 1.101 5 0.0047 0 11.46 0.1 0831 42.1 Path No: 16 1247 8.67 0 1 4x(BM.Tee-Run)=4 23.39 150 42 0826 8.67 0.5 1.101 2x(BM.Tee-Br)=10 14 0.0001 0 37.39 0 0826 42 Path No: 17 1235 8.67 0 1 5x(BM.Tee-Run)=5 23.39 150 42.1 0830 8.67 0.7 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 38.39 0 0830 42.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 18 1231 8.67 0 1 lx(BM.Tee-Run)=1 7.63 150 42.1 1191 8.67 0.9 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.63 0 1191 8.67 1.5 1 21x(BM.Tee-Run)=21 173.91 150 42.1 1079 8.67 2.4 1.101 lx(BM.Tee-Br)=5 46 0.0013 0 4x(BM.90)=20 219.91 0.3 1079 42.4 Path No: 19 0834 8.67 0 1 7x(BM.Tee-Run)=7 129.96 150 42.4 0845 8.67 2 1.101 4x(BM.90)=20 27 0.0009 0 156.96 0.1 0845 42.5 Path No: 20 1022 8.67 0 1 3x(BM.Tee-Run)=3 10.93 150 42.4 0968 8.67 1.8 1.101 lx(BM.Tee-Br)=5 8 0.0008 0 18.93 0.0 0968 8.67 0.7 1 22x(BM.Tee-Run)=22 175.32 150 42.4 0910 8.67 2.5 1.101 1x(BM.Tee-Br)=5 47 0.0014 0 4x(BM.90)=20 222.32 0.3 0910 42.8 Path No: 21 0328 36.46 0 1 12x(BM.Tee-Run)=12 143.9 150 24.7 0285 36.46 10.5 1.101 lx(BM.Tee-Br)=5 37 0.0204 0 4x(BM.90)=20 180.9 3.7 0285 28.4 Path No: 22 1481 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 33.6 1485 27.17 5.9 1.101 lx(BM.Tee-Br)=5 7 0.0071 0 19.11 0.1 1485 27.17 1.5 1 2x(BM.Tee-Run)=2 9.5 150 33.8 1487 27.17 7.5 1.101 2 0.0109 0 11.5 0.1 1487 33.9 Path No: 23 1481 27.17 0 1 lx(BM.Tee-Br)=5 175.08 150 33.6 1539 27.17 0.3 • 1.101 15x(BM.Tee-Run)=15 45 0.0000 0 5x(BM.90)=25 220.08 0 1539 27.17 1.3 1 22x(BM.Tee-Run)=22 175.32 150 33.6 1485 27.17 1.5 1.101 lx(BM.Tee-Br)=5 47 0.0006 0 4x(BM.90)=20 222.32 0.1 1485 33.8 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 Job:THE FIELDS BUILDING 6 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/Psi1/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 24 0442 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 38.1 0437 17.92 6.4 1.101 lx(BM.Tee-Br)=5 7 0.0081 0 19.11 0.2 0437 17.92 1.7 1 2x(BM.Tee-Run)=2 9.5 150 38.3 0432 17.92 8 1.101 2 0.0126 0 11.5 0.1 0432 38.4 Path No: 25 0915 8.67 0 1 lx(BM.Tee-Br)=5 175.08 150 42.4 0968 8.67 0.7 1.101 15x(BM.Tee-Run)=15 45 0.0001 0 5x(BM.90)=25 220.08 0.0 0968 42.4 Path No: 26 0138 36.46 0 1 21x(BM.Tee-Run)=21 173.05 150 28.4 0112 36.46 0.2 1.101 2x(BM.Tee-Br)=10 51 0 0 4x(BM.90)=20 224.05 0 0112 28.4 Path No: 27 0181 36.46 0 1 9x(BM.Tee-Run)=9 173.47 150 27.6 0151 36.46 3.6 1.101 2x(BM.Tee-Br)=10 39 0.0028 0 4x(BM.90)=20 212.47 0.6 0151 28.2 Path No: 28 0184 36.46 0 1 25x(BM.Tee-Run)=25 173.05 150 28 0150 36.46 2 1.101 2x(BM.Tee-Br)=10 55 0.001 0 4x(BM.90)=20 228.05 0.2 0150 28.3 Path No: 29 0104 36.46 0 1 16x(BM.Tee-Run)=16 197.15 150 29.4 0047 36.46 6 1.101 2x(BM.Tee-Br)=10 51 0.0073 0 5x(BM.90)=25 248.15 1.8 0047 31.2 Path No: 30 0666 17.92 0 1 16x(BM.Tee-Run)=16 163.57 150 37.9 0618 17.92 1.8 1.101 5x(BM.90)=25 41 0.0008 0 204.57 0.2 0618 17.92 1.6 1 3x(BM.Tee-Run)=3 7.45 150 38 0612 17.92 3.4 1.101 3 0.0025 0 10.45 0.0 0612 38.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:THE FIELDS BUILDING 6 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/psis ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 31 0666 17.92 0 1 2x(BM.Tee-Br)=10 24.35 150 37.9 0674 17.92 1.6 1.101 2x(BM.Tee-Run)=2 12 0.0006 0 36.35 0.0 0674 17.92 0.0 1 21x(BM.Tee-Run)=21 173.91 150 37.9 0618 17.92 1.6 1.101 lx(BM.Tee-Br)=5 46 0.0006 0 4x(BM.90)=20 219.91 0.1 0618 38 Path No: 32 1133 8.67 0 1 16x(BM.Tee-Run)=16 163.57 150 42 1085 8.67 2.7 1.101 5x(BM.90)=25 41 0.0017 0 204.57 0.3 1085 42.3 Path No: 33 1142 8.67 0 1 2x(BM.Tee-Run)=2 8.45 150 42.1 1191 8.67 1.5 1.101 lx(BM.Tee-Br)=5 7 0.0005 0 15.45 0 1191 42.1 Path No: 34 1428 27.17 0 1 4x(BM.Tee-Run)=4 23.39 150 33.3 0374 27.17 0.5 1.101 2x(BM.Tee-Br)=10 14 0.0001 0 37.39 0 0374 33.3 Path No: 35 1412 27.17 0 1 lx(BM.Tee-Run)=1 23.39 150 33.5 0379 27.17 0.1 1.101 lx(BM.Tee-Br)=5 6 0 0 29.39 0 0379 33.5 Path No: 36 1355 27.17 0 1 25x(BM.Tee-Run)=25 173.91 150 33.5 1311 27.17 1.6 1.101 2x(BM.Tee-Br)=10 55 0.0006 0 4x(BM.90)=20 228.91 0.1 1311 33.7 Path No: 37 1359 27.17 0 1 21x(BM.Tee-Run)=21 173.91 150 33.6 1305 27.17 1.3 1.101 2x(BM.Tee-Br)=10 51 0.0004 0 4x(BM.90)=20 224.91 0.1 1305 33.6 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:THE FIELDS BUILDING 6 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/psis/2) (gpm) (in) (it) (ft) (psi) (Psi) Path No: 38 0378 27.17 0 1 5x(BM.Tee-Run)=5 23.39 150 33.4 1416 27.17 0.3 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 38.39 0 1416 33.4 Path No: 39 0382 27.17 0 1 7x(BM.Tee-Run)=7 129.96 150 33.6 0393 27.17 1.7 1.101 4x(BM.90)=20 27 0.0007 0 156.96 0.1 0393 33.7 Path No: 40 1534 27.17 0 1 3x(BM.Tee-Run)=3 10.93 150 33.6 1539 27.17 1.3 1.101 lx(BM.Tee-Br)=5 8 0.0004 0 18.93 0 1539 33.6 Path No: 41 0793 17.92 0 1 4x(BM.Tee-Run)=4 23.39 150 37.8 0775 17.92 0.4 1.101 2x(BM.Tee-Br)=10 14 0.0000 0 37.39 0 0775 37.8 Path No: 42 0804 17.92 0 1 5x(BM.Tee-Run)=5 23.39 150 37.9 0771 17.92 0.3 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 38.39 0 0771 37.9 Path No: 43 0764 17.92 0 1 2x(BM.Tee-Run)=2 23.39 150 37.9 0766 17.92 1.6 1.101 1x(BM.Tee-Br)=5 7 0.0006 0 30.39 0.0 0766 37.9 Path No: 44 0719 17.92 0 1 2x(BM.Tee-Run)=2 7.45 150 37.9 0674 17.92 0.0 1.101 lx(BM.Tee-Br)=5 7 0 0 14.45 0 0674 37.9 Path No: 45 0593 17.92 0 1 7x(BM.Tee-Run)=7 129.96 150 38.1 0604 17.92 1.3 1.101 4x(BM.90)=20 27 0.0004 0 156.96 0.1 0604 38.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:THE FIELDS BUILDING 6 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/psiY) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 46 0549 17.92 0 1 4x(BM.Tee-Run)=4 10.93 150 38.1 0495 17.92 1.9 1.101 4 0.0008 0 14.93 0.0 0495 17.92 -0.2 1 22x(BM.Tee-Run)=22 175.32 150 38.1 0437 17.92 1.7 1.101 2x(BM.Tee-Br)=10 52 0.0007 0 4x(BM.90)=20 227.32 0.2 0437 38.3 Path No: 47 0495 17.92 0 1 16x(BM.Tee-Run)=16 175.08 150 38.1 0442 17.92 0.2 1.101 5x(BM.90)=25, 41 0.0000 0 216.08 0 0442 38.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 18.08 ft/s occurs in the following pipe(s): (0877-0860) *** 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\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 18 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.; SRC; Supply Name:SRC 7 I IS: _ .,_ .. ..._ ..m. .__- .. _ — _._ 110:_.. - ' los: . .. ...._ u� � 1017= _ . 90= - 85: -I-- ' 1 ._ ...__.._. _ .. . . _... ..---.p,___.._. Q. 70 �� I 65 W 1 CL 50_ 450�.. �. ,__.... 40 .: 35_ 25_ 20- 15' �_._.. 10_ 0 pl3i39}),33i 3,313, t a t t 1 d r . 9 0 9 0 0 0 0 0 0 0 v O O C O x 0, O ,0 N .-. •~ N N Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 2489 (Ames3000BM1, Size = 2); Inlet Node: BFP-1; Outlet Node: BFP-O 18.8 17.8: ---. �.__ 15.x 14.8: ....... . ..... _. 13 12.8 V) 11.8 J' ....._ _.-__-_. ....._. . ..... _...,,.. _... ........ . ......._.. ...._ _.... ...... Q. 8.8 psi @86gpj co 9.8 N w 8.8:: a. M_ �_. _ �...�. a. 7.x= 6.87: 5.8: 4.8^ 3.8:-' 2.e- 1.8: 0.8: �.. , j , 1 c r. O h O N h 0 y —+ f.l Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright @ 2002-2012 Tyco Fire Protection Products Page 19 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2490 (Flow Switch, Size = 2); Inlet Node: FS-I; Outlet Node: FS-O 3 psi @ 86 gpm, a 2 8 2 3 Q - 1 8- ...� .mm�.m ... .M. N N N i a 13_ 0 8 �_. _.. 0.3 O O O S O Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2491 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 y 0.743 a m m a 0.243"" _.... _... ._._. ..---.... .-. ....... C 1 c o 0 0 0 O p O O 00 O N hl r- N - rl rl Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 20 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No.:2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/6/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 2 Remote Area Location 4TH FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 ..4111 Area of Application(ft2) 440 tfi / Coverage per Sprinkler(ft2) 2006 I —0 Number of Calculated Sprinklers 4 7 9l 77506 PE 10-11-2018 In-Rack Demand(gpm) OREGON CO Special Heads `�FR 10 a�P�' Hose Streams(gpm) 100 Y L . Total Water Required(incl.Hose Streams)(gpm) 181.7 EXPIRATION DATE:12/31/18 Required Pressure at Source(psi) 95 Type of System Wet Volume-Entire System (gal) 352.1 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:THE FIELDS BUILDING 6 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/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (Psi) (gpm) (psi) (gpm) (psi) SRC 104 100 2256 104 181.7 95 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) 81.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.7 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 95 SRC -Flow(gpm) 81.7 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 22 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 2 1 • Supply • Supply;Safety Pressure System Demand it Add.Out.Hose 0 Available At Source 150 ; t 140 i 130 1 [04 psi @ 181.7 gpm) , , 1 —.- S2 .� D3 � Q go 8i �_° I 7i `_ CL 61 5, ` 41 34 D1 1 0 z 0 7013000000 01:201D300400500160017001800190020002100 2200 2300 24/1 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 81.7 95 D3 System Demand+Add.Out.Hose 181.7 95 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 86.5 8.9 181.7 Supply;Safety Pressure 98.8 83.8 3.7 181.7 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis) (gpm/ft2) (ppm) (psi) (gpm/ft2) (gpm) (psi) 201 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.4 Sprinkler 202 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 203 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.106 21.2 18.8 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:THE FIELDS BUILDING 6 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/Psi1/z) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 202 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0171 36.46 20 1.101 lx(BM.90)=5 10 0.0678 -3.8 19.33 1.3 0171 36.46 -5.7 1 lx(BM.Tee-Run)=1 20 150 14.2 0169 36.46 14.3 1.101 1 0.0364 0 21 0.8 0169 36.46 20.4 1 4x(BM.Tee-Run)=4 71.99 150 15 0151 36.46 34.7 1.101 4x(BM.90)=20 24 0.1883 0 95.99 18.1 0151 36.46 -17 1 3x(BM.Tee-Run)=3 46.64 150 33.1 0033 36.46 17.7 1.101 lx(BM.Tee-Br)=5 8 0.054 0 54.64 2.9 0033 36.46 -6.9 1 4x(BM.Tee-Run)=4 17.13 150 36 0043 36.46 10.8 1.101 4 0.0217 0 21.13 0.5 0043 36.46 14.2 1 lx(BM.Tee-Run)=1 12.11 150 36.5 0047 36.46 25 1.101 2x(BM.Tee-Br)=10 11 0.1023 0 23.11 2.4 0047 36.46 6.3 1.25 lx(BM.Tee-Run)=1 9.29 150 38.8 0408 27.17 31.3 1.394 1 0.0492 4 10.29 0.5 0408 27.17 12.7 1.25 lx(BM.Tee-Run)=1 9.25 150 43.4 0421 17.92 43.9 1.394 1 0.0923 4 10.25 0.9 0421 17.92 15 1.25 lx(BM.Tee-Br)=6 9.25 150 48.3 0860 8.67 58.9 1.394 6 0.1587 4 15.25 2.4 0860 8.67 22.8 1.25 lx(coupling)=1.59 40.39 150 54.7 0877 8.67 81.7 1.394 4x(BM.Tee-Run)=4 35.59 0.2913 0 5x(BM.90)=30 75.97 22.1 0877 8.67 0 2 lx(coupling)=1.23 3.95 120 76.9 FS-O 5.42 81.7 2.157 lx(us.Tee-Br)=12.31 13.54 0.0525 1.4 17.49 0.9 FS-O 5.42 0 2 1 0 79.2 Flow Switch FS-I 5.33 81.7 0 0 3 0.0 *** 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 82.2 BFP-O 3.21 81.7 2.157 1.23 0.0525 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 83.3 Ames3000BM BFP-I 1.33 81.7 0 0 4.5247 0.8 1 1.88 8.5 *** BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 92.6 RC 1.17 81.7 2.067 1 0.0647 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 92.8 FF 1 81.7 4.26 1.32 0.0019 0.1 1.48 0 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job:THE FIELDS BUILDING 6 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/Psi1/z) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 FF 1 0 4 lx(us.90)=18.33 4.75 140 92.9 0360 -3.75 81.7 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 43.52 150 95 0361-0 -3.75 81.7 4.24 1.94 0.0013 0 45.46 0.1 0361-0 -3.75 0 4 0.75 0 95 Gate A2360 0361-I -3.75 81.7 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 95 SRC -3.75 81.7 4.24 0 0.0013 0 1.41 0 SRC 95 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) .. Path No: 2 203 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.8 0173 36.46 20.1 1.101 lx(BM.90)=5 10 0.0682 -3.8 19.33 1.3 0173 36.46 5.7 1 lx(BM.Tee-Run)=1 19 150 14.3 0175 36.46 25.8 1.101 1 0.1083 0 20 2.2 0175 36.46 21.2 1 2x(BM.Tee-Run)=2 43.48 150 16.5 0181 36.46 47 1.101 lx(BM.Tee-Br)=5 7 0.33 0 50.48 16.7 0181 36.46 -18.3 1 2x(BM.Tee-Run)=2 6.46 150 33.2 0237 36.46 28.7 1.101 2 0.1326 0 8.46 1.1 0237 36.46 -8.3 1 3x(BM.Tee-Run)=3 9.5 150 34.3 0350 36.46 20.4 1.101 3 0.0703 0 12.5 0.9 0350 36.46 0.2 1 2x(BM.Tee-Run)=2 12.86 150 35.2 0347 36.46 20.6 1.101 lx(BM.Tee-Br)=5 7 0.0715 0 19.86 1.4 0347 36.46 -3.4 1 2x(BM.Tee-Br)=10 9.29 150 36.6 0365 27.17 17.2 1.101 10 0.051 4 19.29 1 0365 27.17 -5.2 1 lx(BM.Tee-Br)=5 9.25 150 41.6 0790 17.92 11.9 1.101 5 0.0261 4 14.25 0.4 0790 17.92 -5.1 1 lx(BM.Tee-Br)=5 9.25 150 46 0817 8.67 6.8 1.101 5 0.0092 4 14.25 0.1 0817 8.67 -3 1 2x(BM.Tee-Run)=2 12.86 150 50.1 1247 8.67 3.8 1.101 lx(BM.Tee-Br)=5 7 0.0031 0 19.86 0.1 1247 8.67 -0.5 1 3x(BM.Tee-Run)=3 9.5 150 50.2 1235 8.67 3.3 1.101 3 0.0024 0 12.5 0.0 1235 8.67 -0.8 1 2x(BM.Tee-Run)=2 6.46 150 50.2 1231 8.67 2.5 1.101 2 0.0015 0 8.46 0.0 1231 8.67 -0.3 1 2x(BM.Tee-Run)=2 23.39 150 50.2 0831 8.67 2.3 1.101 1x(BM.Tee-Br)=5 7 0.0012 0 30.39 0.0 0831 8.67 4.2 1 3x(BM.Tee-Run)=3 20.97 150 50.3 0834 8.67 6.5 1.101 3 0.0086 0 23.97 0.2 0834 8.67 -1.8 1 lx(BM.Tee-Br)=5 5.03 150 50.5 1022 8.67 4.8 1.101 lx(BM.Tee-Run)=1 6 0.0048 0 11.03 0.1 1022 8.67 -1.7 1 24x(BM.Tee-Run)=24 182.79 150 50.5 0905 8.67 3 1.101 2x(BM.Tee-Br)=10 84 0.0021 0 10x(BM.90)=50 266.79 0.6 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 27 Job:THE FIELDS BUILDING 6 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/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) 0905 8.67 11.2 1 lx(BM.Tee-Run)=1 6.46 150 51.1 0850 8.67 14.3 1.101 1 0.0364 0 7.46 0.3 0850 8.67 8.6 1 5x(BM.Tee-Run)=5 29.24 150 51.3 0860 8.67 22.8 1.101 lx(BM.Tee-Br)=5 10 0.0867 0 39.24 3.4 0860 54.7 Path No: 3 201 27.79 4.9 20.4 1 lx(BM.Tee-Br)=5 9.33 150 17.4 0169 36.46 20.4 1.101 lx(BM.90)=5 10 0.0705 -3.8 19.33 1.4 0169 15 1 Path No: 4 204 27.79 4.9 21.2 1 lx(BM.Tee-Br)=5 9.33 150 18.8 0175 36.46 21.2 1.101 lx(BM.90)=5 10 0.0758 -3.8 19.33 1.5 0175 16.5 Path No: 5 0171 36.46 0 1 lx(BM.Tee-Run)=1 19 150 14.2 0173 36.46 5.7 1.101 1 0.0066 0 20 0.1 0173 14.3 Path No: 6 0151 36.46 0 1 lx(BM.Tee-Run)=1 7.63 150 33.1 0150 36.46 17 1.101 lx(BM.Tee-Br)=5 6 0.0504 0 13.63 0.7 0150 36.46 -0.7 1 2x(BM.Tee-Run)=2 7.45 150 33.7 0138 36.46 16.3 1.101 2 0.0464 0 9.45 0.4 0138 36.46 -2.1 1 5x(BM.Tee-Run)=5 48.69 150 34.2 0043 36.46 14.2 1.101 2x(BM.Tee-Br)=10 15 0.0358 0 63.69 2.3 0043 36.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job:THE FIELDS BUILDING 6 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/psi'h) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 7 0033 36.46 0 1 lx(BM.Tee-Run)=1 6.46 150 36 0029 36.46 6.9 1.101 1 0.0094 0 7.46 0.1 0029 36.46 3.6 1 2x(BM.Tee-Run)=2 9.5 150 36.1 0278 36.46 10.5 1.101 2 0.0205 0 11.5 0.2 0278 36.46 4.5 1 lx(BM.Tee-Run)=1 12.11 150 36.3 0285 36.46 15 1.101 2x(BM.Tee-Br)=10 11 0.0399 0 23.11 0.9 0285 36.46 3.4 1 lx(BM.Tee-Run)=1 9.29 150 37.2 1481 27.17 18.5 1.101 1 0.0584 4 10.29 0.6 1481 27.17 -3.9 1 lx(BM.Tee-Run)=1 9.25 150 41.9 0442 17.92 14.6 1.101 1 0.0378 4 10.25 0.4 0442 17.92 -5.1 1 lx(BM.Tee-Br)=5 9.25 150 46.3 0915 8.67 9.5 1.101 5 0.0172 4 14.25 0.2 0915 8.67 -0.6 1 2x(BM.Tee-Run)=2 12.11 150 50.5 0910 8.67 9 1.101 lx(BM.Tee-Br)=5 7 0.0154 0 19.11 0.3 0910 8.67 2.3 1 2x(BM.Tee-Run)=2 9.5 150 50.8 0905 8.67 11.2 1.101 2 0.0233 0 11.5 0.3 0905 51.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 0181 36.46 0 1 3x(BM.Tee-Run)=3 7.63 150 33.2 0184 36.46 18.3 1.101 3 0.0573 0 10.63 0.6 0184 36.46 0.7 1 3x(BM.Tee-Run)=3 7.45 150 33.8 0112 36.46 19 1.101 3 0.0617 0 10.45 0.6 0112 36.46 2.1 1 3x(BM.Tee-Run)=3 24.35 150 34.4 0104 36.46 21.1 1.101 lx(BM.Tee-Br)=5 8 0.0751 0 32.35 2.4 0104 36.46 -6.3 1 2x(BM.Tee-Br)=10 9.29 150 36.9 1284 27.17 14.9 1.101 10 0.039 4 19.29 0.8 1284 27.17 -3.6 1 lx(BM.Tee-Br)=5 9.25 150 41.6 0666 17,92 11.3 1.101 5 0.0234 4 14.25 0.3 0666 17.92 -4.7 1 lx(BM.Tee-Br)=5 9.25 150 46 1133 8.67 6.5 1.101 5 0.0085 4 14.25 0.1 1133 8.67 -2.6 1 4x(BM.Tee-Run)=4 23.35 150 50.1 1142 8.67 3.9 1.101 lx(BM.Tee-Br)=5 9 0.0033 0 32.35 0.1 1142 8.67 -1.9 1 21x(BM.Tee-Run)=21 174.91 150 50.2 1085 8.67 2 1.101 2x(BM.Tee-Br)=10 61 0.0009 0 6x(BM.90)=30 235.91 0.2 1085 8.67 2.6 1 3x(BM.Tee-Run)=3 7.45 150 50.4 1079 8.67 4.6 1.101 3 0.0044 0 10.45 0.0 1079 8.67 2.2 1 lx(BM.Tee-Br)=5 7.63 150 50.5 0845 8.67 6.8 1.101 5 0.0091 0 12.63 0.1 0845 8.67 1.8 1 3x(BM.Tee-Run)=3 45.78 150 50.6 0850 8.67 8.6 1.101 lx(BM.Tee-Br)=5 8 0.0141 0 53.78 0.8 0850 51.3 Path No: 9 0237 36.46 0 1 8x(BM.Tee-Run)=8 42.36 150 34.3 0248 36.46 8.3 1.101 2x(BM.Tee-Br)=10 23 0.0134 0 1x(BM.90)=5 65.36 0.9 0248 36.46 -0.2 1 2x(BM.Tee-Run)=2 11.5 150 35.2 0250 36.46 8.1 1.101 2 0.0128 0 13.5 0.2 0250 36.46 -3.6 1 22x(BM.Tee-Run)=22 175.32 150 35.3 0278 1 36.46 4.5 1.101 lx(BM.Tee-Br)=5 47 0.0044 0 4x(BM.90)=20 222.32 1 0278 36.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 0347 36.46 0 1 18x(BM.Tee-Run)=18 206.58 150 36.6 0285 36.46 3.4 1.101 lx(BM.Tee-Br)=5 43 0.0026 0 4x(BM.90)=20 249.58 0.6 0285 37.2 Path No: 11 0365 27.17 0 1 2x(BM.Tee-Run)=2 12.86 150 41.6 1428 27.17 2.9 1.101 1x(BM.Tee-Br)=5 7 0.0019 0 19.86 0.0 1428 27.17 -0.3 1 3x(BM.Tee-Run)=3 9.5 150 41.6 1416 27.17 2.6 1.101 3 0.0015 0 12.5 0.0 1416 27.17 -0.4 1 2x(BM.Tee-Run)=2 6.46 150 41.7 1412 27.17 2.1 1.101 2 0.0011 0 8.46 0 1412 27.17 -0.6 1 2x(BM.Tee-Run)=2 23.39 150 41.7 0379 27.17 1.5 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 30.39 0.0 0379 27.17 3.1 1 3x(BM.Tee-Run)=3 20.97 150 41.7 0382 27.17 4.6 1.101 3 0.0045 0 1 23.97 0.1 0382 27.17 -0.8 1 lx(BM.Tee-Br)=5 5.03 150 41.8 1534 27.17 3.8 1.101 lx(BM.Tee-Run)=1 6 0.0031 0 11.03 0.0 1534 27.17 -1.8 1 4x(BM.Tee-Run)=4 10.93 150 41.8 1539 27.17 1.9 1.101 4 0.0009 0 14.93 0.0 1539 27.17 -0.6 1 22x(BM.Tee-Run)=22 175.32 150 41.8 1485 27.17 1.3 1.101 2x(BM.Tee-Br)=10 52 0.0005 0 4x(BM.90)=20 227.32 0.1 1485 27.17 4.5 1 2x(BM.Tee-Run)=2 9.5 150 41.9 1487 27.17 5.8 1.101 2 0.0068 0 11.5 0.1 1487 27.17 1.8 1 lx(BM.Tee-Run)=1 6.46 150 42 0398 27.17 7.6 1.101 1 0.0114 0 7.46 0.1 0398 27.17 5 1 4x(BM.Tee-Run)=4 29.24 150 42.1 0408 27.17 12.7 1.101 2x(BM.Tee-Br)=10 14 0.0291 0 43.24 1.3 0408 43.4 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 6 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/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 12 0365 27.17 0 1 4x(BM.Tee-Run)=4 22.4 150 41.6 0374 27.17 2.3 1.101 lx(BM.Tee-Br)=5 9 0.0012 0 31.4 0.0 0374 27.17 0.3 1 3x(BM.Tee-Run)=3 9.5 150 41.6 0378 27.17 2.6 1.101 3 0.0016 0 12.5 0.0 0378 27.17 0.4 1 lx(BM.Tee-Br)=5 6.46 150 41.7 0379 27.17 3.1 1.101 5 0.0021 0 11.46 0.0 0379 41.7 Path No: 13 0790 17.92 0 1 2x(BM.Tee-Run)=2 12.86 150 46 0793 17.92 2.9 1.101 lx(BM.Tee-Br)=5 7 0.0018 0 19.86 0.0 0793 17.92 -0.4 1 3x(BM.Tee-Run)=3 9.5 150 46 0804 17.92 2.5 1.101 3 0.0014 0 12.5 0.0 0804 17.92 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 46 0764 17.92 1.9 1.101 2 0.0009 0 8.46 0 0764 17.92 -0.1 1 2x(BM.Tee-Run)=2 23.39 150 46 0766 17.92 1.8 1.101 lx(BM.Tee-Br)=5 7 0.0008 0 30.39 0.0 0766 17.92 3.3 1 3x(BM.Tee-Run)=3 20.97 150 46.1 0593 17.92 5.1 1.101 3 0.0053 0 23.97 0.1 0593 17.92 -1 1 lx(BM.Tee-Run)=1 5.03 150 46.2 0549 17.92 4.1 1.101 lx(BM.Tee-Br)=5 6 0.0035 0 11.03 0.0 0549 17.92 -1.9 1 24x(BM.Tee-Run)=24 178.77 150 46.2 0432 17.92 2.1 1.101 2x(BM.Tee-Br)=10 64 0.0011 0 6x(BM.90)=30 242.77 0.3 0432 17.92 7 1 lx(BM.Tee-Run)=1 6.46 150 46.5 0431 17.92 9.1 1.101 1 0.0159 0 7.46 0.1 0431 17.92 5.8 1 4x(BM.Tee-Run)=4 29.24 150 46.6 0421 17.92 15 1.101 2x(BM.Tee-Br)=10 14 0.0396 0 43.24 1.7 0421 48.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job:THE FIELDS BUILDING 6 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/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 0790 17.92 0 14x(BM.Tee-Run)=4 22.4 150 46 0775 17.92 2.3 1.101 lx(BM.Tee-Br)=5 9 0.0012 0 31.4 0.0 0775 17.92 0.4 1 3x(BM.Tee-Run)=3 9.5 150 46 0771 17.92 2.7 1.101 3 0.0016 0 12.5 0.0 0771 17.92 0.6 1 lx(BM.Tee-Br)=5 6.46 150 46 0766 17.92 3.3 1.101 5 0.0024 0 11.46 0.0 0766 46.1 Path No: 15 0817 8.67 0 1 4x(BM.Tee-Run)=4 22.4 150 50.1 0826 8.67 3 1.101 lx(BM.Tee-Br)=5 9 0.002 0 31.4 0.1 0826 8.67 0.5 1 3x(BM.Tee-Run)=3 9.5 150 50.2 0830 8.67 3.5 1.101 3 0.0027 0 12.5 0.0 0830 8.67 0.8 1 lx(BM.Tee-Br)=5 6.46 150 50.2 0831 8.67 4.2 1.101 5 0.0038 0 11.46 0.0 0831 50.3 Path No: 16 1247 8.67 0 1 4x(BM.Tee-Run)=4 23.39 150 50.2 0826 8.67 0.5 1.101 2x(BM.Tee-Br)=10 14 0.0001 0 37.39 0 0826 50.2 Path No: 17 1235 8.67 0 1 5x(BM.Tee-Run)=5 23.39 150 50.2 0830 8.67 0.8 1.101 2x(BM.Tee-Br)=10 15 0.0002 0 38.39 0 0830 50.2 Path No: 18 1231 8.67 0 1 lx(BM.Tee-Run)=1 7.63 150 50.2 1191 8.67 0.3 1.101 lx(BM.Tee-Br)=5 6 0.0000 0 13.63 0 1191 8.67 1.9 1 21x(BM.Tee-Run)=21 173.91 150 50.2 1079 8.67 2.2 1.101 lx(BM.Tee-Br)=5 46 0.0011 0 4x(BM.90)=20 219.91 0.2 1079 50.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 19 0834 8.67 0 1 7x(BM.Tee-Run)=7 129.96 150 50.5 0845 8.67 1.8 1.101 4x(BM.90)=20 27 0.0008 0 156.96 0.1 0845 50.6 Path No: 20 1022 8.67 0 1 4x(BM.Tee-Run)=4 10.93 150 50.5 0968 8.67 1.7 1.101 4 0.0007 0 14.93 0.0 0968 8.67 0.6 1 22x(BM.Tee-Run)=22 175.32 150 50.5 0910 8.67 2.3 1.101 2x(BM.Tee-Br)=10 52 0.0012 0 4x(BM.90)=20 227.32 0.3 0910 50.8 Path No: 21 0150 36.46 0 1 25x(BM.Tee-Run)=25 173.05 150 33.7 0184 36.46 0.7 1.101 2x(BM.Tee-Br)=10 55 0.0002 0 4x(BM.90)=20 228.05 0.0 0184 33.8 Path No: 22 0138 36.46 0 1 21x(BM.Tee-Run)=21 173.05 150 34.2 0112 36.46 2.1 1.101 2x(BM.Tee-Br)=10 51 0.0011 0 4x(BM.90)=20 224.05 0.2 0112 34.4 Path No: 23 1481 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 41.9 1485 27.17 4.5 1.101 lx(BM.Tee-Br)=5 7 0.0042 0 19.11 0.1 1485 41.9 Path No: 24 0442 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 46.3 0437 17.92 5.5 1.101 lx(BM.Tee-Br)=5 7 0.0062 0 19.11 0.1 0437 17.92 1.5 1 2x(BM.Tee-Run)=2 9.5 150 46.4 0432 17.92 7 1.101 2 0.0097 0 11.5 0.1 0432 46.5 Path No: 25 0915 8.67 0 1 16x(BM.Tee-Run)=16 175.08 150 50.5 0968 8.67 0.6 1.101 5x(BM.90)=25 41 0.0001 0 216.08 0.0 0968 50.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:THE FIELDS BUILDING 6 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/Psis/z) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 26 0104 36.46 0 1 16x(BM.Tee-Run)=16 197.15 150 36.9 0047 36.46 6.3 1.101 2x(BM.Tee-Br)=10 51 0.008 0 ,5x(BM.90)=25 248.15 2 0047 38.8 Path No: 27 1284 27.17 0 1 3x(BM.Tee-Run)=3 24.35 150 41.6 1359 27.17 2 1.101 lx(BM.Tee-Br)=5 8 0.001 0 32.35 0.0 1359 27.17 -0.8 1 21x(BM.Tee-Run)=21 173.91 150 41.7 1305 27.17 1.3 1.101 2x(BM.Tee-Br)=10 51 0.0004 0 4x(BM.90)=20 224.91 0.1 1305 27.17 1.6 1 3x(BM.Tee-Run)=3 7.45 150 41.8 1311 27.17 2.8 1.101 3 0.0018 0 10.45 0.0 1311 27.17 1.4 1 lx(BM.Tee-Br)=5 7.63 150 41.8 0393 27.17 4.2 1.101 5 0.0037 0 12.63 0.0 0393 27.17 0.8 1 3x(BM.Tee-Run)=3 45.78 150 41.8 0398 27.17 5 1.101 lx(BM.Tee-Br)=5 8 0.0053 0 53.78 0.3 0398 42.1 Path No: 28 1284 27.17 0 1 16x(BM.Tee-Run)=16 163.57 150 41.6 1305 27.17 1.6 1.101 5x(BM.90)=25 41 0.0006 0 204.57 0.1 1305 41.8 Path No: 29 0666 17.92 0 1 3x(BM.Tee-Run)=3 24.35 150 46 0674 17.92 2.9 1.101 lx(BM.Tee-Br)=5 8 0.0019 0 32.35 0.1 0674 17.92 -1.4 1 2x(BM.Tee-Run)=2 7.45 150 46 0719 17.92 1.4 1.101 lx(BM.Tee-Br)=5 7 0.0005 0 14.45 0 0719 17.92 0.1 1 25x(BM.Tee-Run)=25 173.91 150 46 0612 17.92 1.5 1.101 lx(BM.Tee-Br)=5 50 0.0006 0 4x(BM.90)=20 223.91 0.1 0612 17.92 3.3 1 lx(BM.Tee-Br)=5 7.63 150 46.2 0604 17.92 4.8 1.101 5 0.0049 0 . 12.63 0.1 0604 17.92 1 1 3x(BM.Tee-Run)=3 45.78 150 46.2 0431 17.92 5.8 1.101 lx(BM.Tee-Br)=5 8 0.0069 0 53.78 0.4 0431 46.6 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright OO 2002-2012 Tyco Fire Protection Products Page 35 Job:THE FIELDS BUILDING 6 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/Psis/z) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 30 0666 17.92 0 1 16x(BM.Tee-Run)=16 163.57 150 46 0618 17.92 1.9 1.101 5x(BM.90)=25 41 0.0008 0 204.57 0.2 0618 17.92 1.4 1 3x(BM.Tee-Run)=3 7.45 150 46.1 0612 17.92 3.3 1.101 3 0.0024 0 10.45 0.0 0612 46.2 Path No: 31 1133 8.67 0 1 16x(BM.Tee-Run)=16 163.57 150 50.1 1085 8.67 2.6 1.101 5x(BM.90)=25 41 0.0016 0 204.57 0.3 1085 50.4 Path No: 32 1142 8.67 0 1 2x(BM.Tee-Run)=2 8.45 150 50.2 1191 8.67 1.9 1.101 lx(BM.Tee-Br)=5 7 0.0009 0 15.45 0.0 1191 50.2 Path No: 33 0248 36.46 0 1 4x(BM.Tee-Run)=4 32.86 150 35.2 0350 36.46 0.2 1.101 lx(BM.Tee-Br)=5 9 0.0000 0 41.86 0 0350 35.2 Path No: 34 0250 36.46 0 1 25x(BM.Tee-Run)=25 189.7 150 35.3 0029 36.46 3.6 1.101 2x(BM.Tee-Br)=10 70 0.0028 0 7x(BM.90)=35 259.7 0.7 0029 36.1 Path No: 35 1428 27.17 0 1 4x(BM.Tee-Run)=4 23.39 150 41.6 0374 27.17 0.3 1.101 2x(BM.Tee-Br)=10 14 0.0000 0 37.39 0 0374 41.6 Path No: 36 1416 27.17 0 1 5x(BM.Tee-Run)=5 23.39 150 41.7 0378 27.17 0.4 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 38.39 0 0378 41.7 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:THE FIELDS BUILDING 6 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/psis ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 37 1412 27.17 0 1 lx(BM.Tee-Run)=1 7.63 150 41.7 1355 27.17 0.6 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.63 0 1355 27.17 0.8 1 25x(BM.Tee-Run)=25 173.91 150 41.7 1311 27.17 1.4 1.101 lx(BM.Tee-Br)=5 50 0.0005 0 4x(BM.90)=20 223.91 0.1 1311 41.8 Path No: 38 0382 27.17 0 1 7x(BM.Tee-Run)=7 129.96 150 41.8 0393 27.17 0.8 1.101 4x(BM.90)=20 27 0.0002 0 156.96 0.0 0393 41.8 Path No: 39 1534 27.17 0 1 24x(BM.Tee-Run)=24 178.77 150 41.8 1487 27.17 1.8 1.101 2x(BM.Tee-Br)=10 64 0.0008 0 6x(BM.90)=30 242.77 0.2 1487 42 Path No: 40 1539 27.17 0 1 16x(BM.Tee-Run)=16 175.08 150 41.8 1481 27.17 0.6 1.101 5x(BM.90)=25 41 0.0001 0 216.08 0.0 1481 41.9 Path No: 41 0793 17.92 0 1 4x(BM.Tee-Run)=4 23.39 150 46 0775 17.92 0.4 1.101 2x(BM.Tee-Br)=10 14 0.0000 0 37.39 0 0775 46 Path No: 42 0804 17.92 0 1 5x(BM.Tee-Run)=5 23.39 150 46 0771 17.92 0.6 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 38.39 0 0771 46 Path No: 43 0764 17.92 0 1 lx(BM.Tee-Run)=1 7.63 150 46 0719 17.92 0.1 1.101 lx(BM.Tee-Br)=5 6 0 0 13.63 0 0719 46 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 6 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/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 44 0593 17.92 0 1 7x(BM.Tee-Run)=7 129.96 150 46.2 0604 17.92 1 1.101 4x(BM.90)=20 27 0.0003 0 156.96 0.0 0604 46.2 Path No: 45 0549 17.92 0 1 4x(BM.Tee-Run)=4 10.93 150 46.2 0495 17.92 1.9 1.101 4 0.0009 0 14.93 0.0 0495 17.92 -0.4 1 22x(BM.Tee-Run)=22 175.32 150 46.2 0437 17.92 1.5 1.101 2x(BM.Tee-Br)=10 52 0.0006 0 4x(BM.90)=20 227.32 0.1 0437 46.4 Path No: 46 1359 27.17 0 1 2x(BM.Tee-Run)=2 7.45 150 41.7 1355 27.17 0.8 1.101 lx(BM.Tee-Br)=5 7 0.0002 0 14.45 0 1355 41.7 Path No: 47 0674 17.92 0 1 21x(BM.Tee-Run)=21 173.91 150 46 0618 17.92 1.4 1.101 2x(BM.Tee-Br)=10 51 0.0005 0 4x(BM.90)=20 224.91 0.1 0618 46.1 Path No: 48 0495 17.92 0 1 16x(BM.Tee-Run)=16 175.08 150 46.2 0442 17.92 0.4 1.101 5x(BM.90)=25 41 0.0001 0 216.08 0.0 0442 46.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.18 ft/s occurs in the following pipe(s): (0877-0860) *** 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\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area:2; Supply Ref.: SRC; Supply Name:SRC _� 110' F" _.. T �.-4- J J 105 10(Y , ... __. ®e , _ 90: i 807' 1« .. _ .. i./C, 657�.�m v �.. = 60 am ; - ( ,. . as �a. o ® , e , m n 35 i 30 ,. �.. 25 n 5- 0 .33f„,i,31. >i3€€l,>3i13€i 3 1 3 g3 3 I . 3 3 L O 0 0 0 0 0 0 0 0 00 0 O 0 O 0 O O O N a a N N Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 2489 (Ames3000BM1, Size = 2); Inlet Node: BFP-I; Outlet Node: BFP-O 18.8 17.8 _ 16.8 ` _ __ .__ .. .__ 1 5.8- _ . i.._ . 14.8- L. m z_. 13.f; 12.8 1 1Z Gi 10.8 y .Iv _ 8.5 psi @81.7 gpm ®e 1_ Ni. F..1). .8 8 7.8-a. 6.87 : 5.87 ._ ._..._. A 4.8-: _. ..._ ®,e 3.87 __Fe 1.8' , 08 �_. .. i_ o , ,;-) N n Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2490 (Flow Switch, Size = 2); Inlet Node: FS-l; Outlet Node: FS-O 3 psi @ 81.7 gpmj i 2.8- . .8 y 0- C! 1.8" .__...,....�..,..._...._...... -.� .. .�.� ,�... ...�.�,.... m.. i N d I' 0. 1.3 i 03 0 0 0 00 0 0 Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2491 (Gate A2360, Size = 4); Inlet Node: 0361-1; Outlet Node: 0361-0 i i i , 0 0.743 Ii _� __.....__ ...._._._. _._ __._ ._ _. _ _ _ _ _ _� ._._-__ ._. ....,_.....! 0.243_ ..W..,,,,.._.,........ w € i [ I 0 0 0 0 N 00 0 0 o N -.:r N r N '. — N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 40 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/6/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 3 Remote Area Location 3RD FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 452 O Coverage per Sprinkler(ft2) 200 AVAI •'el*Number of Calculated Sprinklers 4 � 9l '. 77506 PE In-Rack Demand(gpm) 0 10-11-2018 OREGON Special Heads q p Hose Streams(gpm) 100 FURY L O O ,atiP Total Water Required(incl. Hose Streams)(gpm) 183.3 EXPIRATION DATE:12/31/18 Required Pressure at Source(psi) 81 Type of System Wet Volume-Entire System (gal) 352.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 3 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(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (Psi) (gpm) (psi) (gpm) (Psi) SRC 104 100 2256 104 183.3 81 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) 83.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 83.3 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 81 SRC -Flow(gpm) 83.3 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 42 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 3 a Supply • System Demand if Add.Out.Hose 0 Available At Source 151 , ev, . , 130T � [04 psi @ 183.3 gpm 100 1 1 -�-` "'l..r—' ---- �., 99.515 .t/l � .a Q D2 eme F _ 71 _ , . mm e, ii, 1 , f ' d60 .i i _ _ em _ T. _ 51 41 ;_ i. ..1 a ._ e 3s , , t a. 10 ...... 0 708090000p10t20ID30040050a 6001700180019002000 2100 2200 2300 2400 Flow, gpm 1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) Si Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 83.3 81 D3 System Demand+Add.Out.Hose 183.3 81 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 96.9 23 183.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiV) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 200 4.9 0.1 20 16.7 0.113 22.7 21.4 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 303 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.101 20.2 17 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright C2002-2012 Tyco Fire Protection Products Page 44 Job:THE FIELDS BUILDING 6 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/psi1h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 302 18.5 4.9 20 1 lx(BM.Tee-Br)=5 13.72 150 16.7 1525 27.17 20 1.101 lx(BM.90)=5 10 0.0678 -3.8 23.72 1.6 1525 27.17 -2,4 1 20x(BM.Tee-Run)=20 152.1 150 14.5 1487 27.17 17.6 1.101 lx(BM.Tee-Br)=5 45 0.0537 0 4x(BM.90)=20 197.1 10.6 1487 27.17 -1.5 1 lx(BM.Tee-Run)=1 6.46 150 25.1 0398 27.17 16.2 1.101 1 0.0458 0 7.46 0.3 0398 27.17 4.1 1 4x(BM.Tee-Run)=4 29.24 150 25.4 0408 27.17 20.2 1.101 2x(BM.Tee-Br)=10 14 0.0693 0 43.24 3 0408 27.17 22 1.25 lx(BM.Tee-Run)=1 9.25 150 28.4 0421 17.92 42.2 1.394 1 0.0858 4 10.25 0.9 0421 17.92 16.8 1.25 lx(BM.Tee-Br)=6 9.25 150 33.3 0860 8.67 59.1 1.394 6 0.1596 4 15.25 2.4 0860 8.67 24.2 1.25 lx(coupling)=1.59 40.39 150 39.8 0877 8.67 83.3 1.394 4x(BM.Tee-Run)=4 35.59 0.3015 0 5x(BM.90)=30 75.97 22.9 0877 8.67 0 2 1x(coupling)=1.23 3.95 120 62.7 FS-O 5.42 83.3 2.157 lx(us.Tee-Br)=12.31 13.54 0.0544 1.4 17.49 1 FS-0 5.42 0 2 1 0 65 Flow Switch FS-I 5.33 83.3 0 0 3 0.0 *** 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 68.1 BFP-0 3.21 83.3 2.157 1.23 0.0544 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 69.1 Ames3000BM BFP-I 1.33 83.3 0 0 4.594 0.8 1 1.88 8.6 *** BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 78.5 RC 1.17 83.3 2.067 1 0.0669 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 78.8 FF 1 83.3 4.26 1.32 0.002 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 78.8 0360 -3.75 83.3 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 43.52 150 80.9 0361-0 -3.75 83.3 4.24 1.94 0.0013 0 45.46 0.1 0361-0 -3.75 0 4 0.75 0 81 Gate A2360 0361-I -3.75 83.3 0 0 0.0022 0 *** 0.75 0 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 1 0361-I -3.75 0 4 1.41 150 81 SRC -3.75 83.3 4.24 0 0.0013 0 1.41 0 SRC 81 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 304 18.5 4.9 20.2 1 lx(BM.Tee-Br)=5 12.79 150 17 1530 27.17 20.2 1.101 lx(BM.90)=5 10 0.069 -3.8 22.79 1.6 1530 27.17 22.8 1 lx(BM.Tee-Run)=1 10 150 14.8 1534 27.17 43 1.101 lx(BM.Tee-Br)=5 6 0.2793 0 16 4.5 1534 27.17 -4 1 lx(BM.Tee-Br)=5 5.03 150 19.3 0382 27.17 38.9 1.101 5 0.2329 0 10.03 2.3 0382 27.17 -11.2 1 3x(BM.Tee-Run)=3 20.97 150 21.6 0379 27.17 27.8 1.101 3 0.1243 0 23.97 3 0379 27.17 -11.6 1 lx(BM.Tee-Run)=1 6.46 150 24.6 0378 27.17 16.2 1.101 lx(BM.Tee-Br)=5 6 0.0457 0 12.46 0.6 0378 27.17 -4.7 1 3x(BM.Tee-Run)=3 9.5 150 25.2 0374 27.17 11.4 1.101 3 0.024 0 12.5 0.3 0374 27.17 -2.4 1 3x(BM.Tee-Run)=3 22.4 150 25.5 0365 27.17 9.1 1.101 2x(BM.Tee-Br)=10 13 0.0157 0 35.4 0.6 0365 27.17 4.5 1 lx(BM.Tee-Br)=5 9.25 150 26 0790 17.92 13.6 1.101 5 0.033 4 14.25 0.5 0790 17.92 -6.2 1 lx(BM.Tee-Br)=5 9.25 150 30.5 0817 8.67 7.4 1.101 5 0.0107 4 14.25 0.2 0817 8.67 -3.3 1 2x(BM.Tee-Run)=2 12.86 150 34.7 1247 8.67 4.1 1.101 lx(BM.Tee-Br)=5 7 0.0036 0 19.86 0.1 1247 8.67 -0.5 1 3x(BM.Tee-Run)=3 9.5 150 34.7 1235 8.67 3.6 1.101 3 0.0029 0 12.5 0.0 1235 8.67 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 34.8 1231 8.67 3 1.101 2 0.002 0 8.46 0.0 1231 8.67 -0.9 1 2x(BM.Tee-Run)=2 23.39 150 34.8 0831 8.67 2.1 1.101 lx(BM.Tee-Br)=5 7 0.0011 0 30.39 0.0 0831 8.67 4.4 1 3x(BM.Tee-Run)=3 20.97 150 34.8 0834 8.67 6.5 1.101 3 0.0084 0 23.97 0.2 0834 8.67 -2 1 lx(BM.Tee-Br)=5 5.03 150 35 1022 8.67 4.5 1.101 lx(BM.Tee-Run)=1 6 0.0043 0 11.03 0.0 1022 8.67 -1.3 1 24x(BM.Tee-Run)=24 182.79 150 35.1 0905 8.67 3.2 1.101 2x(BM.Tee-Br)=10 84 0.0023 0 10x(BM.90)=50 266.79 0.6 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job:THE FIELDS BUILDING 6 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/Psi1/z) (gpm) (in) (ft) (ft) (Psi) (psi) 0905 8.67 12.2 1 lx(BM.Tee-Run)=1 6.46 150 35.7 0850 8.67 15.3 1.101 1 0.0415 0 7.46 0.3 0850 8.67 8.9 1 5x(BM.Tee-Run)=5 29.24 150 36 0860 8.67 24.2 1.101 lx(BM.Tee-Br)=5 10 0.0965 0 39.24 3.8 0860 39.8 Path No: 3 303 18.5 4.9 20.4 1 lx(BM.Tee-Br)=5 8.67 150 17.3 1529 27.17 20.4 1.101 5 0.0703 -3.8 13.67 1 1529 27.17 2.4 1 lx(BM.Tee-Run)=1 2.13 150 14.5 1530 27.17 22.8 1.101 1 0.0861 0 3.13 0.3 1530 14.8 Path No: 4 301 18.5 4.9 22.7 1 lx(BM.Tee-Br)=5 8.67 150 21.4 1592 27.17 22.7 1.101 5 0.0855 -3.8 13.67 1.2 1592 27.17 -7.9 1 12x(BM.Tee-Run)=12 143.9 150 18.8 1481 27.17 14.8 1.101 lx(BM.Tee-Br)=5 37 0.0388 0 4x(BM.90)=20 180.9 7 1481 27.17 3.8 1 lx(BM.Tee-Br)=5 9.25 150 25.8 0442 17.92 18.6 1.101 5 0.0592 4 14.25 0.8 0442 17.92 -7.7 1 lx(BM.Tee-Br)=5 9.25 150 30.7 0915 8.67 10.9 1.101 5 0.0219 4 14.25 0.3 0915 8.67 -1 1 2x(BM.Tee-Run)=2 12.11 150 35 0910 8.67 9.8 1.101 lx(BM.Tee-Br)=5 7 0.0181 0 19.11 0.3 0910 8.67 2.3 1 2x(BM.Tee-Run)=2 9.5 150 35.4 0905 8.67 12.2 1.101 2 0.0269 0 11.5 0.3 0905 35.7 Path No: 5 1525 27.17 0 1 lx(BM.Tee-Run)=1 14.55 150 14.5 1529 27.17 2.4 1.101 2x(BM.90)=10 11 0.0013 0 25.55 0.0 1529 14.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 6 1487 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 25.1 1485 27.17 1.5 1.101 2 0.0005 0 11.5 0 1485 27.17 11.9 1 lx(BM.Tee-Run)=1 12.11 150 25.1 1481 27.17 13.4 1.101 2x(BM.Tee-Br)=10 11 0.0321 0 23.11 0.7 1481 27.17 -3.8 1 lx(BM.Tee-Br)=5 9.29 150 25.8 0285 36.46 9.6 1.101 5 0.0173 -4 14.29 0.2 0285 36.46 -0.8 1 2x(BM.Tee-Run)=2 12.11 150 22.1 0278 36.46 8.8 1.101 lx(BM.Tee-Br)=5 7 0.0147 0 19.11 0.3 0278 36.46 -0.3 1 2x(BM.Tee-Run)=2 9.5 150 22.3 0029 36.46 8.5 1.101 2 0.0138 0 11.5 0.2 0029 36.46 1.6 1 lx(BM.Tee-Run)=1 6.46 150 22.5 0033 36.46 10 1.101 1 0.0189 0 7.46 0.1 0033 36.46 0.5 1 4x(BM.Tee-Run)=4 17.13 150 22.6 0043 36.46 10.6 1.101 4 0.0209 0 21.13 0.4 0043 36.46 5.6 1 lx(BM.Tee-Run)=1 12.11 150 23.1 0047 36.46 16.2 1.101 2x(BM.Tee-Br)=10 11 0.0459 0 23.11 1.1 0047 36.46 5.8 1.25 lx(BM.Tee-Run)=1 9.29 150 24.1 0408 27.17 22 1.394 1 0.0256 4 10.29 0.3 0408 28.4 Path No: 7 1534 27.17 0 1 3x(BM.Tee-Run)=3 10.93 150 19.3 1539 27.17 4 1.101 lx(BM.Tee-Br)=5 8 0.0035 0 18.93 0.1 1539 27.17 7.9 1 22x(BM.Tee-Run)=22 175.32 150 19.3 1485 27.17 11.9 1.101 lx(BM.Tee-Br)=5 47 0.0259 0 4x(BM.90)=20 222.32 5.8 1485 25.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) . (psi) (psi) Path No: 8 0382 27.17 0 1 7x(BM.Tee-Run)=7 129.96 150 21.6 0393 27.17 11.2 1.101 4x(BM.90)=20 27 0.0231 0 156.96 3.6 0393 27.17 -4.1 1 lx(BM.Tee-Br)=5 7.63 150 25.2 1311 27.17 7.1 1.101 lx(BM.Tee-Run)=1 6 0.01 0 13.63 0.1 1311 27.17 -1 1 3x(BM.Tee-Run)=3 7.45 150 25.4 1305 27.17 6.1 1.101 3 0.0076 0 10.45 0.1 1305 27.17 -1.6 1 15x(BM.Tee-Run)=15 163.57 150 25.5 1284 27.17 4.5 1.101 lx(BM.Tee-Br)=5 45 0.0043 0 5x(BM.90)=25 208.57 0.9 1284 27.17 4.4 1 lx(BM.Tee-Br)=5 9.25 150 26.4 0666 17.92 8.9 1.101 5 0.0151 4 14.25 0.2 0666 17.92 -2.9 1 lx(BM.Tee-Br)=5 9.25 150 30.6 1133 8.67 6 1.101 5 0.0072 4 14.25 0.1 1133 8.67 -2.6 1 4x(BM.Tee-Run)=4 23.35 150 34.7 1142 8.67 3.4 1.101 lx(BM.Tee-Br)=5 9 0.0026 0 32.35 0.1 1142 8.67 -1.4 1 21x(BM.Tee-Run)=21 174.91 150 34.8 1085 8.67 2 1.101 2x(BM.Tee-Br)=10 61 0.001 0 6x(BM.90)=30 235.91 0.2 1085 8.67 2.6 1 3x(BM.Tee-Run)=3 7.45 150 35 1079 8.67 4.6 1.101 3 0.0044 0 10.45 0.0 1079 8.67 2.3 1 lx(BM.Tee-Br)=5 7.63 150 35.1 0845 8.67 6.9 1.101 5 0.0093 0 12.63 0.1 0845 8.67 2 1 3x(BM.Tee-Run)=3 45.78 150 35.2 0850 8.67 8.9 1.101 lx(BM.Tee-Br)=5 8 0.015 0 53.78 0.8 0850 36 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job:THE FIELDS BUILDING 6 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/Psis/z) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 9 0379 27.17 0 1 lx(BM.Tee-Run)=1 23.39 150 24.6 1412 27.17 11.6 1.101 lx(BM.Tee-Br)=5 6 0.0247 0 29.39 0.7 1412 27.17 -3.6 1 2x(BM.Tee-Run)=2 7.63 150 25.3 1355 27.17 8 1.101 2 0.0124 0 9.63 0.1 1355 27.17 1 1 3x(BM.Tee-Run)=3 7.45 150 25.4 1359 27.17 9 1.101 3 0.0154 0 10.45 0.2 1359 27.17 1.6 1 2x(BM.Tee-Run)=2 24.35 150 25.6 1284 27.17 10.6 1.101 2x(BM.Tee-Br)=10 12 0.0209 0 36.35 0.8 1284 27.17 -4.4 1 lx(BM.Tee-Br)=5 9.29 150 26.4 0104 36.46 6.2 1.101 5 0.0079 -4 14.29 0.1 0104 36.46 -0.5 1 16x(BM.Tee-Run)=16 197.15 150 22.5 0047 36.46 5.8 1.101 2x(BM.Tee-Br)=10 51 0.0068 0 5x(BM.90)=25 248.15 1.7 0047 24.1 File:C:\DWG\ Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 6 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/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 10 0378 27.17 0 1 5x(BM.Tee-Run)=5 23.39 150 25.2 1416 27.17 4.7 1.101 2x(BM.Tee-Br)=10 15 0.0047 0 38.39 0.2 1416 27.17 3.6 1 3x(BM.Tee-Run)=3 9.5 150 25.3 1428 27.17 8.3 1.101 3 0.0134 0 12.5 0.2 1428 27.17 2.4 1 lx(BM.Tee-Run)=1 12.86 150 25.5 0365 27.17 10.7 1.101 2x(BM.Tee-Br)=10 11 0.0212 0 23.86 0.5 0365 27.17 -4.5 1 lx(BM.Tee-Br)=5 9.29 150 26 0347 36.46 6.2 1.101 5 0.0077 -4 14.29 0.1 0347 36.46 0.8 1 2x(BM.Tee-Run)=2 12.86 150 22.1 0350 36.46 7 1.101 lx(BM.Tee-Br)=5 7 0.0096 0 19.86 0.2 0350 36.46 -2.2 1 3x(BM.Tee-Run)=3 9.5 150 22.3 0237 36.46 4.8 1.101 3 0.0049 0 12.5 0.1 0237 36.46 0.9 1 2x(BM.Tee-Run)=2 6.46 150 22.4 0181 36.46 5.7 1.101 2 0.0066 0 8.46 0.1 0181 36.46 -2.1 1 3x(BM.Tee-Run)=3 7.63 150 22.4 0184 36.46 3.6 1.101 3 0.0028 0 10.63 0.0 0184 36.46 -1.6 1 25x(BM.Tee-Run)=25 173.05 150 22.4 0150 36.46 1.9 1.101 2x(BM.Tee-Br)=10 55 0.0009 0 4x(BM.90)=20 228.05 0.2 0150 36.46 1.6 1 2x(BM.Tee-Run)=2 7.45 150 22.6 0138 36.46 3.5 1.101 2 0.0028 0 9.45 0.0 0138 36.46 2.1 1 5x(BM.Tee-Run)=5 48.69 150 22.7 0043 36.46 5.6 1.101 2x(BM.Tee-Br)=10 15 0.0064 0 63.69 0.4 0043 23.1 Path No: 11 0374 27.17 0 1 4x(BM.Tee-Run)=4 23.39 150 25.5 1428 27.17 2.4 1.101 2x(BM.Tee-Br)=10 14 0.0013 0 37.39 0.0 1428 25.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job:THE FIELDS BUILDING 6 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/psiVh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 12 0790 17.92 0 1 2x(BM.Tee-Run)=2 12.86 150 30.5 0793 17.92 3.5 1.101 lx(BM.Tee-Br)=5 7 0.0026 0 19.86 0.1 0793 17.92 -0.3 1 3x(BM.Tee-Run)=3 9.5 150 30.6 0804 17.92 3.1 1.101 3 0.0022 0 12.5 0.0 0804 17.92 -0.2 1 2x(BM.Tee-Run)=2 6.46 150 30.6 0764 17.92 2.9 1.101 2 0.0019 0 8.46 0.0 0764 17.92 -1.2 1 2x(BM.Tee-Run)=2 7.63 150 30.6 0719 17.92 1.7 1.101 2 0.0007 0 9.63 0 0719 17.92 -0.1 1 25x(BM.Tee-Run)=25 173.91 150 30.6 0612 17.92 1.5 1.101 2x(BM.Tee-Br)=10 55 0.0006 0 4x(BM.90)=20 228.91 0.1 0612 17.92 3 1 lx(BM.Tee-Br)=5 7.63 150 30.7 0604 17.92 4.6 1.101 5 0.0044 0 12.63 0.1 0604 17.92 1.5 1 3x(BM.Tee-Run)=3 45.78 150 30.8 0431 17.92 6.1 1.101 lx(BM.Tee-Br)=5 8 0.0074 0 53.78 0.4 0431 17.92 10.8 1 4x(BM.Tee-Run)=4 29.24 150 31.2 0421 17.92 16.8 1.101 2x(BM.Tee-Br)=10 14 0.0492 0 43.24 2.1 0421 33.3 Path No: 13 0790 17.92 0 1 4x(BM.Tee-Run)=4 22.4 150 30.5 0775 17.92 2.7 1.101 lx(BM.Tee-Br)=5 9 0.0017 0 31.4 0.1 0775 17.92 0.3 1 3x(BM.Tee-Run)=3 9.5 150 30.6 0771 17.92 3.1 1.101 3 0.0021 0 12.5 0.0 0771 17.92 0.2 1 lx(BM.Tee-Br)=5 6.46 150 30.6 0766 17.92 3.3 1.101 5 0.0024 0 11.46 0.0 0766 17.92 1.2 1 3x(BM.Tee-Run)=3 20.97 150 30.6 0593 17.92 4.5 1.101 3 0.0043 0 23.97 0.1 0593 17.92 -1.5 1 lx(BM.Tee-Run)=1 5.03 150 30.7 0549 17.92 3 1.101 lx(BM.Tee-Br)=5 6 0.0021 0 11.03 0.0 0549 17.92 -0.7 1 24x(BM.Tee-Run)=24 178.77 150 30.7 0432 17.92 2.3 1.101 2x(BM.Tee-Br)=10 64 0.0012 0 6x(BM.90)=30 242.77 0.3 0432 17.92 8.5 1 lx(BM.Tee-Run)=1 6.46 150 31 0431 17.92 10.8 1.101 1 0.0216 0 7.46 0.2 0431 31.2 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 53 Job:THE FIELDS BUILDING 6 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/Psi'h) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 14 0817 8.67 0 1 4x(BM.Tee-Run)=4 22.4 150 34.7 0826 8.67 3.3 1.101 lx(BM.Tee-Br)=5 9 0.0024 0 31.4 0.1 0826 8.67 0.5 1 3x(BM.Tee-Run)=3 9.5 150 34.7 0830 8.67 3.7 1.101 3 0.003 0 12.5 0.0 0830 8.67 0.6 1 lx(BM.Tee-Br)=5 6.46 150 34.8 0831 8.67 4.4 1.101 5 0.004 0 11.46 0.0 0831 34.8 Path No: 15 1247 8.67 0 1 4x(BM.Tee-Run)=4 23.39 150 34.7 0826 8.67 0.5 1.101 2x(BM.Tee-Br)=10 14 0.0001 0 37.39 0 0826 34.7 Path No: 16 1235 8.67 0 1 5x(BM.Tee-Run)=5 23.39 150 34.8 0830 8.67 0.6 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 38.39 0 0830 34.8 Path No: 17 1231 8.67 0 1 1x(BM.Tee-Run)=1 7.63 150 34.8 1191 8.67 0.9 1.101 1x(BM.Tee-Br)=5 6 0.0002 0 13.63 0 1191 8.67 1.4 1 21x(BM.Tee-Run)=21 173.91 150 34.8 1079 8.67 2.3 1.101 lx(BM.Tee-Br)=5 46 0.0012 0 4x(BM.90)=20 219.91 0.3 1079 35.1 Path No: 18 0834 8.67 0 1 7x(BM.Tee-Run)=7 129.96 150 35 0845 8.67 2 1.101 4x(BM.90)=20 27 0.001 0 156.96 0.2 0845 35.2 Path No: 19 1022 8.67 0 1 3x(BM.Tee-Run)=3 10.93 150 35.1 0968 8.67 1.3 1.101 lx(BM.Tee-Br)=5 8 0.0004 0 18.93 0 0968 8.67 1 1 22x(BM.Tee-Run)=22 175.32 150 35.1 0910 8.67 2.3 1.101 lx(BM.Tee-Br)=5 47 0.0013 0 4x(B M.90)=20 222.32 0.3 0910 35.4 File:C:\DWG\ Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 54 Job:THE FIELDS BUILDING 6 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/Psi'/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 20 1592 27.17 0 1 lx(BM.Tee-Br)=5 31.19 150 18.8 1539 27.17 7.9 1.101 2x(BM.Tee-Run)=2 12 0.0121 0 lx(BM.90)=5 43.19 0.5 1539 19.3 Path No: 21 0442 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 30.7 0437 17.92 6.9 1.101 lx(BM.Tee-Br)=5 7 0.0094 0 19.11 0.2 0437 17.92 1.6 1 2x(BM.Tee-Run)=2 9.5 150 30.9 0432 17.92 8.5 1.101 2 0.0138 0 11.5 0.2 0432 31 Path No: 22 0442 17.92 0 1 lx(BM.Tee-Br)=5 175.08 150 30.7 0495 17.92 0.8 1.101 15x(BM.Tee-Run)=15 45 0.0002 0 5x(BM.90)=25 220.08 0.0 0495 17.92 0.7 1 22x(BM.Tee-Run)=22 175.32 150 30.7 0437 17.92 1.6 1.101 lx(BM.Tee-Br)=5 47 0.0006 0 4x(BM.90)=20 222.32 0.1 0437 30.9 Path No: 23 0915 8.67 0 1 lx(BM.Tee-Br)=5 175.08 150 35 0968 8.67 1 1.101 15x(BM.Tee-Run)=15 45 0.0003 0 5x(BM.90)=25 220.08 0.1 0968 35.1 Path No: 24 0285 36.46 0 1 19x(BM.Tee-Run)=19 206.58 150 22.1 0347 36.46 0.8 1.101 4x(BM.90)=20 39 0.0002 0 245.58 0.0 0347 22.1 Path No: 25 0278 36.46 0 1 22x(BM.Tee-Run)=22 175.32 150 22.3 0250 36.46 0.3 1.101 2x(BM.Tee-Br)=10 52 0.0000 0 4x(BM.90)=20 227.32 0 0250 36.46 1.3 1 25x(BM.Tee-Run)=25 189.7 150 22.4 0029 36.46 1.6 1.101 lx(BM.Tee-Br)=5 65 0.0006 0 7x(BM.90)=35 254.7 0.2 0029 22.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 55 Job:THE FIELDS BUILDING 6 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/Psi1/0 (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 26 0393 27.17 0 1 3x(BM.Tee-Run)=3 45.78 150 25.2 0398 27.17 4.1 1.101 lx(BM.Tee-Br)=5 8 0.0035 0 53.78 0.2 - 0398 25.4 Path No: 27 1311 27.17 0 1 25x(BM.Tee-Run)=25 173.91 150 25.4 1355 27.17 1 1.101 2x(BM.Tee-Br)=10 55 0.0003 0 4x(BM.90)=20 228.91 0.1 1355 25.4 Path No: 28 1305 27.17 0 1 21x(BM.Tee-Run)=21 173.91 150 25.5 1359 27.17 1.6 1.101 2x(BM.Tee-Br)=10 51 0.0006 0 4x(BM.90)=20 224.91 0.1 1359 25.6 Path No: 29 0666 17.92 0 1 16x(BM.Tee-Run)=16 163.57 150 30.6 0618 17.92 1.6 1.101 5x(BM.90)=25 41 0.0006 0 204.57 0.1 0618 17.92 1.4 1 3x(BM.Tee-Run)=3 7.45 150 30.7 0612 17.92 3 1.101 3 0.0021 0 10.45 0.0 0612 30.7 Path No: 30 0666 17.92 0 1 2x(BM.Tee-Br)=10 24.35 150 30.6 0674 17.92 1.3 1.101 2x(BM.Tee-Run)=2 12 0.0004 0 36.35 0.0 0674 17.92 0.1 1 21x(BM.Tee-Run)=21 173.91 150 30.6 0618 17.92 1.4 1.101 lx(BM.Tee-Br)=5 46 0.0005 0 4x(BM.90)=20 219.91 0.1 0618 30.7 Path No: 31 1133 8.67 0 1 16x(BM.Tee-Run)=16 163.57 150 34.7 1085 8.67 2.6 1.101 5x(BM.90)=25 41 0.0015 0 204.57 0.3 1085 35 Path No: 32 1142 8.67 0 1 2x(BM.Tee-Run)=2 8.45 150 34.8 1191 8.67 1.4 1.101 lx(BM.Tee-Br)=5 7 0.0005 0 15.45 0 1191 34.8 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 56 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (1n) (ft) (ft) (Psi) (Psi) Path No: 33 1412 27.17 0 1 2x(BM.Tee-Run)=2 6.46 150 25.3 1416 27.17 3.6 1.101 2 0.0028 0 8.46 0.0 1416 25.3 Path No: 34 0104 36.46 0 1 2x(BM.Tee-Br)=10 24.35 150 22.5 0112 36.46 0.5 1.101 2x(BM.Tee-Run)=2 12 0.0001 0 36.35 0 0112 36.46 1.6 1 21x(BM.Tee-Run)=21 173.05 150 22.5 0138 36.46 2.1 1.101 lx(BM.Tee-Br)=5 46 0.001 0 4x(BM.90)=20 219.05 0.2 0138 22.7 Path No: 35 0350 36.46 0 1 5x(BM.Tee-Run)=5 32.86 150 22.3 0248 36.46 2.2 1.101 lx(BM.Tee-Br)=5 10 0.0011 0 42.86 0.0 0248 36.46 -0.9 1 lx(BM.Tee-Run)=1 11.5 150 22.3 0250 36.46 1.3 1.101 lx(BM.Tee-Br)=5 6 0.0004 0 17.5 0 0250 22.4 Path No: 36 0181 36.46 0 1 10x(BM.Tee-Run)=10 173.47 150 22.4 0151 36.46 2.1 1.101 4x(BM.90)=20 35 0.0011 0 lx(BM.Tee-Br)=5 208.47 0.2 0151 36.46 -0.5 1 1x(BM.Tee-Run)=1 7.63 150 22.6 0150 36.46 1.6 1.101 lx(BM.Tee-Br)=5 6 0.0006 0 13.63 0 0150 22.6 Path No: 37 0184 36.46 0 1 2x(BM.Tee-Run)=2 7.45 150 22.4 0112 36.46 1.6 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 14.45 0 0112 22.5 Path No: 38 0793 17.92 0 1 4x(BM.Tee-Run)=4 23.39 150 30.6 0775 17.92 0.3 1.101 2x(BM.Tee-Br)=10 14 0.0000 0 37.39 0 0775 30.6 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 57 Job:THE FIELDS BUILDING 6 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/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 39 0804 17.92 0 1 5x(BM.Tee-Run)=5 23.39 150 30.6 0771 17.92 0.2 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 38.39 0 0771 30.6 Path No: 40 0764 17.92 0 1 2x(BM.Tee-Run)=2 23.39 150 30.6 0766 17.92 1.2 1.101 lx(BM.Tee-Br)=5 7 0.0004 0 30.39 0.0 0766 30.6 Path No: 41 0719 17.92 0 1 2x(BM.Tee-Run)=2 7.45 150 30.6 0674 17.92 0.1 1.101 lx(BM.Tee-Br)=5 7 0 0 14.45 0 0674 30.6 Path No: 42 0593 17.92 0 1 7x(BM.Tee-Run)=7 129.96 150 30.7 0604 17.92 1.5 1.101 4x(BM.90)=20 27 0.0005 0 156.96 0.1 0604 30.8 Path No: 43 0549 17.92 0 1 3x(BM.Tee-Run)=3 10.93 150 30.7 0495 17.92 0.7 1.101 lx(BM.Tee-Br)=5 8 0.0002 0 18.93 0 0495 30.7 Path No: 44 0248 36.46 0 1 8x(BM.Tee-Run)=8 42.36 150 22.3 0237 36.46 0.9 1.101 2x(BM.Tee-Br)=10 23 0.0002 0 lx(BM.90)=5 65.36 0.0 0237 22.4 Path No: 45 0151 36.46 0 1 3x(BM.Tee-Run)=3 46.64 150 22.6 0033 36.46 0.5 1.101 1x(BM.Tee-Br)=5 8 0.0001 0 54.64 0 0033 22.6 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 58 Job:THE FIELDS BUILDING 6 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/psi1/z) (g pm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.51 ft/s occurs in the following pipe(s): (0877-0860) *** 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\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright Cr 2002-2012 Tyco Fire Protection Products Page 59 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area:3; Supply Ref.: SRC; Supply Name:SRC i. E , l , 11,.., _,_. �. . _ 110: -_ , ,...._ .1.__ , . _.. los-...,,. ,...... �._....�. — ... ... .�._ d ... ......._... e ..a�.,�e ��.,�. 100 n a ...._ �. -- _ s._.C ...., �. 90 _ ,..... � .e O W T"�" ' 60 .' 1 —, co i O 45 _ 111 ,h. _ �m ......_ _ �b. _....._,,... _, __ 2a. 50 w -45-r _ _ �; 35: :. If . _. _ 30 €__ an , 25- .1__.. . -_"`-,_ ,e, �,,� I S 1 � " _`_ � 106 ., co 0 0 0 0 o 0 0 0 .c O o 0 0 0 o S o o ,n o O N -, N N Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 2489 (Ames3000BM1, Size = 2); Inlet Node: BFP-l; Outlet Node: BFP-O 18.8 i i 17.8 . 16.8 . _� ais��. � � � �ee� 15.8. ..._.., _ _ ..__ _ _._ _...._ ._....�.�.... ._. ..._.._ _._...___. .___ E 14.5 13. __. __._.. i f 12.8-: H11.8_ .—.-_.. _W..,.. _ _ .___. _ _ 0. F.: 10.g-7-- y 9.8; eeew . 8.6 psi @83.3gpm .e a 7.8 6.8_ 5.8 ' m 4 8. m .e, ss: .. �. �_ �.e, 2.8::: e �a. ��._ .�,e e �� ... _� 1.82 a ... .. 0.84 . . _ _ o �, 0v, 0 N r . M f1 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 60 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2490 (Flow Switch, Size = 2); Inlet Node: FS-I; Outlet Node: FS-O 3psi@83.3gpmJ 2.3— th o_ N1.8_ .._.... .......��,........ _. _ t N U) N a. 1.3 .._ 0.8- m�va a. 03 O C C C O O O m, v pp Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2491 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 0.743 a 0.243 0 0 i g O O Op Cl O I Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 61 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/6/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 4 Remote Area Location 3RD FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 440 , Coverage per Sprinkler(ft2) 200 �'. A" / Number of Calculated Sprinklers 4 r-ge, G ,p 0 In Rack Demand(gpm) 0 77506 PE10-11-2018 Special Heads OREGON co Hose Streams100 "FR (gpm) 10 2 Total Water Required(incl.Hose Streams)(gpm) 183.2 L . 0' Required Pressure at Source(psi) 79.9 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 352.1 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 62 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 4 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 183.2 79.9 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) 83.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 83.2 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 79.9 SRC -Flow(gpm) 83.2 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 63 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 4 I Supply System Demand f Add.Out.Hose 0 Available At Source 15 .. � 130,7t mea 1 r S2 70 ' _ �am 0 CL 60 ! 40; 0 7080900000 0120030040050C16001700180019002000 2100 2200 2300 24.e Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 64 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 4 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 83.2 79.9 D3 System Demand+Add.Out.Hose 183.2 79.9 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 97.5 24.1 183.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiv2) (gpm/ft2) (gpm) (Psi) (gpm/ft2) (gpm) (Psi) 401 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 402 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 403 Overhead 200 4.9 0.1 20 16.7 0.103 20.5 17.5 Sprinkler 404 Overhead 200 4.9 0.1 20 16.7 0.113 22.6 21.3 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 65 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 402 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0384 27.17 20 1.101 lx(BM.90)=5 10 0.0678 -3.8 19.33 1.3 0384 27.17 -3.6 1 lx(BM.Tee-Run)=1 19 150 14.2 0383 27.17 16.4 1.101 1 0.0471 0 20 0.9 0383 27.17 20.5 1 lx(BM.Tee-Run)=1 18.12 150 15.2 0382 27.17 37 1.101 1 0.2113 0 19.12 4 0382 27.17 -9.3 1 lx(BM.Tee-Br)=5 5.03 150 19.2 1534 27.17 27.6 1.101 lx(BM.Tee-Run)=1 6 0.1232 0 11.03 1.4 1534 27.17 -9.4 1 4x(BM.Tee-Run)=4 10.93 150 20.6 1539 27.17 18.2 1.101 4 0.0568 0 14.93 0.8 1539 27.17 -8.6 1 15x(BM.Tee-Run)=15 175.08 150 21.4 1481 27.17 9.5 1.101 1x(BM.Tee-Br)=5 45 0.0172 0 5x(BM.90)=25 220.08 3.8 1481 27.17 6.8 1 lx(BM.Tee-Run)=1 9.25 150 25.2 0442 17.92 16.4 1.101 1 0.0468 4 10.25 0.5 0442 17.92 -6.2 1 lx(BM.Tee-Br)=5 9.25 150 29.7 0915 8.67 10.2 1.101 5 0.0194 4 14.25 0.3 0915 8.67 -0.6 1 2x(BM.Tee-Run)=2 12.11 150 34 0910 8.67 9.6 1.101 lx(BM.Tee-Br)=5 7 0.0173 0 19.11 0.3 0910 8.67 2.4 1 2x(BM.Tee-Run)=2 9.5 150 34.3 0905 8.67 12 1.101 2 0.0264 0 11.5 0.3 0905 8.67 3.3 1 lx(BM.Tee-Run)=1 6.46 150 34.6 0850 8.67 15.3 1.101 1 0.0411 0 7.46 0.3 0850 8.67 9.1 1 5x(BM.Tee-Run)=5 29.24 150 34.9 0860 8.67 24.4 1.101 lx(BM.Tee-Br)=5 10 0.0978 0 39.24 3.8 0860 8.67 58.8 1.25 lx(coupling)=1.59 40.39 150 38.7 0877 8.67 83.2 1.394 4x(BM.Tee-Run)=4 35.59 0.3009 0 5x(BM.90)=30 75.97 22.9 0877 8.67 0 2 lx(coupling)=1.23 3.95 120 61.6 FS-O 5.42 83.2 2.157 lx(us.Tee-Br)=12.31 13.54 0.0543 1.4 17.49 0.9 FS-0 5.42 0 2 1 0 64 Flow Switch FS-I 5.33 83.2 0 0 3 0.0 *** 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 67 BFP-0 3.21 83.2 2.157 1.23 0.0543 0.9 2.46 0.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 66 Job:THE FIELDS BUILDING 6 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/Psi1/2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 1 BFP-O 3.21 0 2 1.88 0 68.1 Ames3000BM BFP-I 1.33 83.2 0 0 4.5899 0.8 1 1.88 8.6 *** BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 77.5 RC 1.17 83.2 2.067 1 0.0668 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 77.7 FF 1 83.2 4.26 1.32 0.002 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 77.8 0360 -3.75 83.2 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 43.52 150 79.8 0361-0 -3.75 83.2 4.24 1.94 0.0013 0 45.46 0.1 0361-0 -3.75 0 4 0.75 0 79.9 Gate A2360 0361-I -3.75 83.2 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 79.9 SRC -3.75 83.2 4.24 0 0.0013 0 1.41 0 SRC 79.9 Path No: 2 401 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0385 27.17 20 1.101 lx(BM.90)=5 10 0.068 -3.8 19.33 1.3 0385 27.17 3.6 1 4x(BM.Tee-Run)=4 72.84 150 14.3 0393 27.17 23.6 1.101 4x(BM.90)=20 24 0.092 0 96.84 8.9 0393 27.17 -11.1 1 3x(BM.Tee-Run)=3 45.78 150 23.2 0398 27.17 12.5 1.101 lx(BM.Tee-Br)=5 8 0.0283 0 53.78 1.5 0398 27.17 6.8 1 4x(BM.Tee-Run)=4 29.24 150 24.7 0408 27.17 19.3 1.101 2x(BM.Tee-Br)=10 14 0.0635 0 43.24 2.7 0408 27.17 22.5 1.25 lx(BM.Tee-Run)=1 9.25 150 27.5 0421 17.92 41.8 1.394 1 0.084 4 10.25 0.9 0421 17.92 17 1.25 lx(BM.Tee-Br)=6 9.25 150 32.3 0860 8.67 58.8 1.394 6 0.1583 4 15.25 2.4 0860 38.7 Path No: 3 403 18.5 4.9 20.5 1 lx(BM.Tee-Br)=5 9.33 150 17.5 0383 27.17 20.5 1.101 lx(BM.90)=5 10 0.0711 -3.8 19.33 1.4 0383 15.2 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 67 Job:THE FIELDS BUILDING 6 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/psi' ) (gpm) (1n) (ft) (ft) (Psi) (psi) Path No: 4 404 18.5 4.9 22.6 1 lx(BM.Tee-Br)=5 9.33 150 21.3 0381 27.17 22.6 1.101 lx(BM.90)=5 10 0.0852 -3.8 19.33 1.6 0381 27.17 9.3 1 2x(BM.Tee-Run)=2 20.09 150 19.2 0379 27.17 32 1.101 2 0.1616 0 22.09 3.6 0379 27.17 -13.1 1 lx(BM.Tee-Run)=1 6.46 150 22.8 0378 27.17 18.8 1.101 lx(BM.Tee-Br)=5 6 0.0606 0 12.46 0.8 0378 27.17 -5.2 1 3x(BM.Tee-Run)=3 9.5 150 23.6 0374 27.17 13.7 1.101 3 0.0335 0 12.5 0.4 0374 27.17 -2.6 1 3x(BM.Tee-Run)=3 22.4 150 24 0365 27.17 11.1 1.101 2x(BM.Tee-Br)=10 13 0.0227 0 35.4 0.8 0365 27.17 3.6 1 lx(BM.Tee-Br)=5 9.25 150 24.8 0790 17.92 14.7 1.101 5 0.0383 4 14.25 0.5 0790 17.92 -6.9 1 lx(BM.Tee-Br)=5 9.25 150 29.3 0817 8.67 7.8 1.101 5 0.0118 4 14.25 0.2 0817 8.67 -3.5 1 2x(BM.Tee-Run)=2 12.86 150 33.5 1247 8.67 4.3 1.101 lx(BM.Tee-Br)=5 7 0.004 0 19.86 0.1 1247 8.67 -0.5 1 3x(BM.Tee-Run)=3 9.5 150 33.6 1235 8.67 3.8 1.101 3 0.0032 0 12.5 0.0 1235 8.67 -0.7 1 2x(BM.Tee-Run)=2 6.46 150 33.6 1231 8.67 3.1 1.101 2 0.0022 0 8.46 0.0 1231 8.67 -0.8 1 2x(BM.Tee-Run)=2 23.39 150 33.6 0831 8.67 2.4 1.101 lx(BM.Tee-Br)=5 7 0.0013 0 30.39 0.0 0831 8.67 4.7 1 3x(BM.Tee-Run)=3 20.97 150 33.7 0834 8.67 7 1.101 3 0.0098 0 23.97 0.2 0834 8.67 -1.9 1 lx(BM.Tee-Br)=5 5.03 150 33.9 1022 8.67 5.1 1.101 lx(BM.Tee-Run)=1 6 0.0054 0 11.03 0.1 1022 8.67 -1.8 1 24x(BM.Tee-Run)=24 182.79 150 34 0905 8.67 3.3 1.101 2x(BM.Tee-Br)=10 84 0.0023 0 10x(BM.90)=50 266.79 0.6 0905 34.6 Path No: 5 0384 27.17 0 1 lx(BM.Tee-Run)=1 20 150 14.2 0385 27.17 3.6 1.101 1 0.0028 0 21 0.1 0385 14.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 68 Job:THE FIELDS BUILDING 6 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) (9pm/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 0382 27.17 0 1 lx(BM.Tee-Run)=1 0.88 150 19.2 0381 27.17 9.3 1.101 1 0.0166 0 1.88 0.0 0381 19.2 Path No: 7 1534 27.17 0 1 24x(BM.Tee-Run)=24 178.77 150 20.6 1487 27.17 9.4 1.101 2x(BM.Tee-Br)=10 64 0.0168 0 6x(BM.90)=30 242.77 4.1 1487 27.17 -2.6 1 lx(BM.Tee-Run)=1 6.46 150 24.6 0398 27.17 6.8 1.101 1 0.0093 0 7.46 0.1 0398 24.7 Path No: 8 1539 27.17 0 1 22x(BM.Tee-Run)=22 175.32 150 21.4 1485 27.17 8.6 1.101 2x(BM.Tee-Br)=10 52 0.0143 0 4x(BM.90)=20 227.32 3.3 1485 27.17 2.6 1 lx(BM.Tee-Run)=1 12.11 150 24.7 1481 27.17 11.2 1.101 2x(BM.Tee-Br)=10 11 0.0233 0 23.11 0.5 1481 27.17 -6.8 1 1x(BM.Tee-Br)=5 9.29 150 25.2 0285 36.46 4.4 1.101 5 0.0041 -4 14.29 0.1 0285 36.46 2 1 2x(BM.Tee-Run)=2 12.11 150 21.2 0278 36.46 6.4 1.101 lx(BM.Tee-Br)=5 7 0.0082 0 19.11 0.2 0278 36.46 1.1 1 2x(BM.Tee-Run)=2 9.5 150 21.4 0029 36.46 7.5 1.101 2 0.011 0 11.5 0.1 0029 36.46 1.8 1 lx(BM.Tee-Run)=1 6.46 150 21.5 0033 36.46 9.3 1.101 1 0.0163 0 7.46 0.1 0033 36.46 1.3 1 4x(BM.Tee-Run)=4 17.13 150 21.6 0043 36.46 10.6 1.101 4 0.0208 0 21.13 0.4 0043 36.46 5.8 1 1x(BM.Tee-Run)=1 12.11 150 22.1 0047 36.46 16.4 1.101 2x(BM.Tee-Br)=10 11 0.0468 0 23.11 1.1 0047 36.46 6.1 1.25 lx(BM.Tee-Run)=1 9.29 150 23.2 0408 27.17 22.5 1.394 1 0.0266 4 10.29 0.3 0408 27.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 69 Job:THE FIELDS BUILDING 6 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/psi'/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 9 0442 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 29.7 0437 17.92 6.4 1.101 lx(BM.Tee-Br)=5 7 0.0083 0 19.11 0.2 0437 17.92 1.7 1 2x(BM.Tee-Run)=2 9.5 150 29.8 0432 17.92 8.1 1.101 2 0.0128 0 11.5 0.1 0432 17.92 2.4 1 lx(BM.Tee-Run)=1 6.46 150 30 0431 17.92 10.5 1.101 1 0.0207 0 7.46 0.2 0431 17.92 6.5 1 4x(BM.Tee-Run)=4 29.24 150 30.1 0421 17.92 17 1.101 2x(BM.Tee-Br)=10 14 0.0504 0 43.24 2.2 0421 32.3 Path No: 10 0915 8.67 0 1 lx(BM.Tee-Br)=5 175.08 150 34 0968 8.67 0.6 1.101 15x(BM.Tee-Run)=15 45 0.0001 0 5x(BM.90)=25 220.08 0.0 0968 8.67 1.8 1 22x(BM.Tee-Run)=22 175.32 150 34 0910 8.67 2.4 1.101 lx(BM.Tee-Br)=5 47 0.0014 0 4x(BM.90)=20 222.32 0.3 0910 34.3 • File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 70 Job:THE FIELDS BUILDING 6 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/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 0393 27.17 0 1 lx(BM.Tee-Br)=5 7.63 150 23.2 1311 27.17 11.1 1.101 lx(BM.Tee-Run)=1 6 0.0228 0 13.63 0.3 1311 27.17 -2.5 1 3x(BM.Tee-Run)=3 7.45 150 23.5 1305 27.17 8.6 1.101 3 0.0143 0 10.45 0.1 1305 27.17 -2.7 1 15x(BM.Tee-Run)=15 163.57 150 23.6 1284 27.17 5.9 1.101 lx(BM.Tee-Br)=5 45 0.0071 0 5x(BM.90)=25 208.57 1.5 1284 27.17 4.4 1 lx(BM.Tee-Br)=5 9.25 150 25.1 0666 17.92 10.3 1.101 5 0.02 4 14.25 0.3 0666 17.92 -3.9 1 lx(BM.Tee-Br)=5 9.25 150 29.4 1133 8.67 6.4 1.101 5 0.0082 4 14.25 0.1 1133 8.67 -2.7 1 4x(BM.Tee-Run)=4 23.35 150 33.5 1142 8.67 3.7 1.101 lx(BM.Tee-Br)=5 9 0.003 0 32.35 0.1 1142 8.67 -1.6 1 21x(BM.Tee-Run)=21 174.91 150 33.6 1085 8.67 2.1 1.101 2x(BM.Tee-Br)=10 61 0.001 0 6x(BM.90)=30 235.91 0.2 1085 8.67 2.7 1 3x(BM.Tee-Run)=3 7.45 150 33.9 1079 8.67 4.8 1.101 3 0.0048 0 10.45 0.1 1079 8.67 2.4 1 lx(BM.Tee-Br)=5 7.63 150 33.9 0845 8.67 7.2 1.101 5 0.0101 0 12.63 0.1 0845 8.67 1.9 1 3x(BM.Tee-Run)=3 45.78 150 34.1 0850 8.67 9.1 1.101 lx(BM.Tee-Br)=5 8 0.0158 0 53.78 0.8 0850 34.9 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 71 Job:THE FIELDS BUILDING 6 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/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 12 0379 27.17 0 1 lx(BM.Tee-Run)=1 23.39 150 22.8 1412 27.17 13.1 1.101 lx(BM.Tee-Br)=5 6 0.0312 0 29.39 0.9 1412 27.17 -5.5 1 2x(BM.Tee-Run)=2 7.63 150 23.7 1355 27.17 7.7 1.101 2 0.0116 0 9.63 0.1 1355 27.17 2.5 1 3x(BM.Tee-Run)=3 7.45 150 23.8 1359 27.17 10.2 1.101 3 0.0194 0 10.45 0.2 1359 27.17 2.7 1 2x(BM.Tee-Run)=2 24.35 150 24 1284 27.17 12.9 1.101 2x(BM.Tee-Br)=10 12 0.0301 0 36.35 1.1 1284 27.17 -4.4 1 lx(BM.Tee-Br)=5 9.29 150 25.1 0104 36.46 8.5 1.101 5 0.0138 -4 14.29 0.2 0104 36.46 -2.4 1 16x(BM.Tee-Run)=16 197.15 150 21.3 0047 36.46 6.1 1.101 2x(BM.Tee-Br)=10 51 0.0075 0 5x(BM.90)=25 248.15 1.9 0047 23.2 Path No: 13 0378 27.17 0 1 5x(BM.Tee-Run)=5 23.39 150 23.6 1416 27.17 5.2 1.101 2x(BM.Tee-Br)=10 15 0.0055 0 38.39 0.2 1416 27.17 5.5 1 3x(BM.Tee-Run)=3 9.5 150 23.8 1428 27.17 10.6 1.101 3 0.021 0 12.5 0.3 1428 27.17 2:6 1 lx(BM.Tee-Run)=1 12.86 150 24 0365 27.17 13.2 1.101 2x(BM.Tee-Br)=10 11 0.0314 0 23.86 0.7 0365 27.17 -3.6 1 lx(BM.Tee-Br)=5 9.29 150 24.8 0347 36.46 9.6 1.101 5 0.0174 -4 14.29 0.2 0347 36.46 -2 1 2x(BM.Tee-Run)=2 12.86 150 21 0350 36.46 7.6 1.101 lx(BM.Tee-Br)=5 7 0.0113 0 19.86 0.2 0350 36.46 -2.6 1 3x(BM.Tee-Run)=3 9.5 150 21.2 0237 36.46 5 1.101 3 0.0052 0 12.5 0.1 0237 36.46 -0.3 1 2x(BM.Tee-Run)=2 6.46 150 21.3 0181 36.46 4.7 1.101 2 0.0047 0 8.46 0.0 0181 36.46 -2.3 1 10x(BM.Tee-Run)=10 173.47 150 21.3 0151 36.46 2.4 1.101 4x(BM.90)=20 35 0.0014 0 lx(BM.Tee-Br)=5 208.47 0.3 0151 36.46 -1.1 1 3x(BM.Tee-Run)=3 46.64 150 21.6 0033 36.46 1.3 1.101 lx(BM.Tee-Br)=5 8 0.0004 0 54.64 0.0 0033 21.6 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 72 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 0374 27.17 0 1 4x(BM.Tee-Run)=4 23.39 150 24 1428 27.17 2.6 1.101 2x(BM.Tee-Br)=10 14 0.0015 0 37.39 0.1 1428 24 Path No: 15 0790 17.92 0 1 2x(BM.Tee-Run)=2 12.86 150 29.3 0793 17.92 3.9 1.101 lx(BM.Tee-Br)=5 7 0.0032 0 19.86 0.1 0793 17.92 -0.4 1 3x(BM.Tee-Run)=3 9.5 150 29.4 0804 17.92 3.4 1.101 3 0.0026 0 12.5 0.0 0804 17.92 -0.4 1 2x(BM.Tee-Run)=2 6.46 150 29.4 0764 17.92 3 1.101 2 0.002 0 8.46 0.0 0764 17.92 -1.3 1 2x(BM.Tee-Run)=2 23.39 150 29.4 I 0766 17.92 1.7 1.101 1x(BM.Tee-Br)=5 7 0.0007 0 30.39 0.0 0766 17.92 3.9 1 3x(BM.Tee-Run)=3 20.97 150 29.5 0593 17.92 5.6 1.101 3 0.0065 0 23.97 0.2 0593 17.92 -1.3 1 lx(BM.Tee-Run)=1 5.03 150 29.6 0549 17.92 4.3 1.101 lx(BM.Tee-Br)=5 6 0.004 0 11.03 0.0 0549 17.92 -2 1 24x(BM.Tee-Run)=24 178.77 150 29.7 0432 17.92 2.4 1.101 2x(BM.Tee-Br)=10 64 0.0013 0 6x(BM.90)=30 242.77 0.3 0432 30 Path No: 16 0790 17.92 0 1 4x(BM.Tee-Run)=4 22.4 150 29.3 0775 17.92 3.1 1.101 lx(BM.Tee-Br)=5 9 0.0021 0 31.4 0.1 0775 17.92 0.4 1 3x(BM.Tee-Run)=3 9.5 150 29.4 0771 17.92 3.5 1.101 3 0.0026 0 12.5 0.0 0771 17.92 0.4 1 lx(BM.Tee-Br)=5 6.46 150 29.4 0766 17.92 3.9 1.101 5 0.0033 0 11.46 0.0 0766 29.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 73 Job:THE FIELDS BUILDING 6 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) 1 (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 17 0817 8.67 0 1 4x(BM.Tee-Run)=4 22.4 150 33.5 0826 8.67 3.5 1.101 lx(BM.Tee-Br)=5 9 0.0026 0 31.4 0.1 0826 8.67 0.5 1 3x(BM.Tee-Run)=3 9.5 150 33.6 0830 8.67 4 1.101 3 0.0034 0 12.5 0.0 0830 8.67 0.7 1 1x(BM.Tee-Br)=5 6.46 150 33.6 0831 8.67 4.7 1.101 5 0.0046 0 11.46 0.1 0831 33.7 Path No: 18 1247 8.67 0 1 4x(BM.Tee-Run)=4 23.39 150 33.6 0826 8.67 0.5 1.101 2x(BM.Tee-Br)=10 14 0.0001 0 37.39 0 0826 33.6 Path No: 19 1235 8.67 0 1 5x(BM.Tee-Run)=5 23.39 150 33.6 0830 8.67 0.7 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 38.39 0 0830 33.6 Path No: 20 1231 8.67 0 1 lx(BM.Tee-Run)=1 7.63 150 33.6 1191 8.67 0.8 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.63 0 1191 8.67 1.6 1 21x(BM.Tee-Run)=21 173.91 150 33.6 1079 8.67 2.4 1.101 lx(BM.Tee-Br)=5 46 0.0013 0 4x(BM.90)=20 219.91 0.3 1079 33.9 Path No: 21 0834 8.67 0 1 7x(BM.Tee-Run)=7 129.96 150 33.9 0845 8.67 1.9 1.101 4x(BM.90)=20 27 0.0009 0 156.96 0.1 0845 34.1 Path No: 22 1022 8.67 0 1 3x(BM.Tee-Run)=3 10.93 150 34 0968 8.67 1.8 1.101 lx(BM.Tee-Br)=5 8 0.0008 0 18.93 0.0 0968 34 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 74 Job:THE FIELDS BUILDING 6 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/Psis/z) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 23 1487 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 24.6 1485 27.17 2.6 1.101 2 0.0015 0 11.5 0.0 1485 24.7 Path No: 24 1311 27.17 0 1 25x(BM.Tee-Run)=25 173.91 150 23.5 1355 27.17 2.5 1.101 2x(BM.Tee-Br)=10 55 0.0014 0 4x(BM.90)=20 228.91 0.3 1355 23.8 Path No: 25 1305 27.17 0 1 21x(BM.Tee-Run)=21 173.91 150 23.6 1359 27.17 2.7 1.101 2x(BM.Tee-Br)=10 51 0.0017 0 4x(BM.90)=20 224.91 0.4 1359 24 Path No: 26 0666 17.92 0 1 3x(BM.Tee-Run)=3 24.35 150 29.4 0674 17.92 2.1 1.101 lx(BM.Tee-Br)=5 8 0.001 0 32.35 0.0 0674 17.92 -0.5 1 21x(BM.Tee-Run)=21 173.91 150 29.4 0618 17.92 1.6 1.101 2x(BM.Tee-Br)=10 51 0.0006 0 4x(BM.90)=20 224.91 0.1 0618 17.92 1.9 1 3x(BM.Tee-Run)=3 7.45 150 29.6 0612 17.92 3.5 1.101 3 0.0026 0 10.45 0.0 0612 17.92 1.8 1 1x(BM.Tee-Br)=5 7.63 150 29.6 0604 17.92 5.2 1.101 5 0.0056 0 12.63 0.1 0604 17.92 1.3 1 3x(BM.Tee-Run)=3 45.78 150 29.7 0431 17.92 6.5 1.101 1x(BM.Tee-Br)=5 8 0.0085 0 53.78 0.5 0431 30.1 Path No: 27 0666 17.92 0 1 16x(BM.Tee-Run)=16 163.57 150 29.4 0618 17.92 1.9 1.101 5x(BM.90)=25 41 0.0008 0 204.57 0.2 0618 29.6 Path No: 28 1133 8.67 0 1 16x(BM.Tee-Run)=16 163.57 150 33.5 1085 8.67 2.7 1.101 5x(BM.90)=25 41 0.0017 0 204.57 0.3 1085 33.9 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 75 Job:THE FIELDS BUILDING 6 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/psi1/2) (gpm) (1n) (ft) (ft) (psi) (psi) Path No: 29 1142 8.67 0 1 2x(BM.Tee-Run)=2 8.45 150 33.6 1191 8.67 1.6 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 15.45 0 1191 33.6 Path No: 30 1412 27.17 0 1 2x(BM.Tee-Run)=2 6.46 150 23.7 1416 27.17 5.5 1.101 2 0.0061 0 8.46 0.1 1416 23.8 Path No: 31 0104 36.46 0 1 2x(BM.Tee-Br)=10 24.35 150 21.3 0112 36.46 2.4 1.101 2x(BM.Tee-Run)=2 12 0.0013 0 36.35 0.0 0112 36.46 0.0 1 21x(BM,Tee-Run)=21 173.05 150 21.3 0138 36.46 2.4 1.101 lx(BM.Tee-Br)=5 46 0.0014 0 4x(BM.90)=20 219.05 0.3 0138 36.46 3.4 1 5x(BM.Tee-Run)=5 48.69 150 21.6 0043 36.46 5.8 1.101 2x(BM.Tee-Br)=10 15 0.0068 0 63.69 0.4 0043 22.1 Path No: 32 0347 36.46 0 1 19x(BM.Tee-Run)=19 206.58 150 21 0285 36.46 2 1.101 4x(BM.90)=20 39 0.0009 0 245.58 0.2 0285 21.2 Path No: 33 0350 36.46 0 1 5x(BM.Tee-Run)=5 32.86 150 21.2 0248 36.46 2.6 1.101 lx(BM.Tee-Br)=5 10 0.0016 0 42.86 0.1 0248 36.46 0.3 1 2x(BM.Tee-Run)=2 11.5 150 21.3 0250 36.46 2.9 1.101 2 0,0019 0 13.5 0.0 0250 36.46 -1.1 1 25x(BM.Tee-Run)=25 189.7 150 21.3 0029 36.46 1.8 1.101 2x(BM.Tee-Br)=10 70 0.0008 0 7x(BM.90)=35 259.7 0.2 0029 21.5 Path No: 34 0237 36.46 0 1 8x(BM.Tee-Run)=8 42.36 150 21.3 0248 36.46 0.3 1.101 2x(BM.Tee-Br)=10 23 0.0000 0 lx(BM.90)=5 65.36 0 0248 21.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 76 Job:THE FIELDS BUILDING 6 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/psis) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 35 0181 36.46 0 1 3x(BM.Tee-Run)=3 7.63 150 21.3 0184 36.46 2.3 1.101 3 0.0012 0 10.63 0.0 0184 36.46 0.0 1 25x(BM.Tee-Run)=25 173.05 150 21.3 0150 36.46 2.3 1.101 2x(BM.Tee-Br)=10 55 0.0012 0 4x(BM.90)=20 228.05 0.3 0150 36.46 1.1 1 2x(BM.Tee-Run)=2 7.45 150 21.6 0138 36.46 3.4 1.101 2 0.0025 0 9.45 0.0 0138 21.6 Path No: 36 0151 36.46 0 1 lx(BM.Tee-Run)=1 7.63 150 21.6 0150 36.46 1.1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.63 0 0150 21.6 Path No: 37 0793 17.92 0 1 4x(BM.Tee-Run)=4 23.39 150 29.4 0775 17.92 0.4 1.101 2x(BM.Tee-Br)=10 14 0.0000 0 37.39 0 0775 29.4 Path No: 38 0804 17.92 0 1 5x(BM.Tee-Run)=5 23.39 150 29.4 0771 17.92 0.4 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 38.39 0 0771 29.4 Path No: 39 0764 17.92 0 1 lx(BM.Tee-Run)=1 7.63 150 29.4 0719 17.92 1.3 1.101 lx(BM.Tee-Br)=5 6 0.0004 0 13.63 0 0719 17.92 0.5 1 25x(BM.Tee-Run)=25 173.91 150 29.4 0612 17.92 1.8 1.101 lx(BM.Tee-Br)=5 50 0.0007 0 4x(BM.90)=20 223.91 0.2 0612 29.6 Path No: 40 0593 17.92 0 1 7x(BM.Tee-Run)=7 129.96 150 29.6 0604 17.92 1.3 1.101 4x(BM.90)=20 27 0.0004 0 156.96 0.1 0604 29.7 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 77 Job:THE FIELDS BUILDING 6 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/psi1h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 41 0549 17.92 0 1 4x(BM.Tee-Run)=4 10.93 150 29.7 0495 17.92 2 1.101 4 0.0009 0 14.93 _ 0.0 0495 17.92 -0.2 1 22x(BM.Tee-Run)=22 175.32 150 29.7 0437 17.92 1.7 1.101 2x(BM.Tee-Br)=10 52 0.0007 0 4x(BM.90)=20 227.32 0.2 0437 29.8 Path No: 42 0674 17.92 0 1 2x(BM.Tee-Run)=2 7.45 150 29.4 0719 17.92 0.5 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 14.45 0 0719 29.4 Path No: 43 0250 36.46 0 1 22x(BM.Tee-Run)=22 175.32 150 21.3 0278 36.46 1.1 1.101 lx(BM.Tee-Br)=5 47 0.0003 0 4x(BM.90)=20 222.32 0.1 0278 21.4 Path No: 44 0184 36.46 0 1 2x(BM.Tee-Run)=2 7.45 150 21.3 0112 36.46 0.0 1.101 lx(BM.Tee-Br)=5 7 0 0 14.45 0 0112 21.3 Path No: 45 0495 17.92 0 1 16x(BM.Tee-Run)=16 175.08 150 29.7 0442 17.92 0.2 1.101 5x(BM.90)=25 41 0.0000 0 216.08 0, 0442 29.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.49 ft/s occurs in the following pipe(s): (0877-0860) *** 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\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 78 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area:4; Supply Ref.: SRC; Supply Name:SRC 115 .� - _ 110' i ( � e 4 100 95_ ` 90 . �_ '� �a_ A 85 _ a e . 805 w� �._ 75 ,_ a Ls 70 d 65` .A _-. �_._. = 60 -®, F - _L 55 , , . _. a. 50=45_ . .�..,. �. �w�� ._.A...� ._ .___..___, 35_ ._ --17 30 �.a 25: e .__ .__ ., �. 20� . ... 107' i. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N o Flow,gpm Pressure Loss Function Design Area: 4; BFP Ref.: 2489 (Ames3000BM1, Size = 2); Inlet Node: BFP-I; Outlet Node: BFP-O l 18.8-:_ __. �__._._ . 3 17.8 168 ®e �.._... 15.8m 14.8"= E i 13.8: 12.8 — .. _ H 11.82 ... � Q d 10.8 �m �, e x,e� e e N• 9.8_ �1 8.8- W_..� .... ®e .�_ m� _.�....� _........ ..._ CL 78 6.8i E .. 5.8 _ 4.8` �� �� � � _� rte. � .a 3.8 � . 2.8: 1.8: 0.8' a �� �, av,__. o r, o , 9 C - r Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 79 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2490 (Flow Switch, Size = 2); Inlet Node: FS-l; Outlet Node: FS-O 3 psi @ 83.2 gpm, 2.8-' � �d to fl. - I ca1.8- i 7 or co I i a1.3- a. i _ i 0.8- 3 i , 0.3 ._ c 00 0 0 0 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2491 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 I , , Q. 0.743 Ud j I tod a 0.243- I .243 00 0 0 0 v°, 0 N r N r N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 FP.dwg Date 10/6/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 80 ES-A-3000 BM 1 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3000BM1 Residential Fire Sprinkler Double Check Detector Backflow Prevention Assembly " � • Sizes: 2" (50mm) = � Series 3000B Double Check Detector Assembly are designed to protect drinking water supplies from dangerous cross-connections 30008M1-0SY-GPM 3000BM1-FP-GPM in accordance with national plumbing codes and water authority regulations for non-potable service applications such irrigation, fire line,or industrial processing.The Series 3000B is ideal for use on non-health hazard fire protection systems to detect leaks or Specifications unauthorized water usage. The Series 3000BM1 consist of a main line valve body composed Modular check design concept facilitates maintenance and of two(2)independently acting approved poppet-type check assembly access.All sizes are standardly equipped with resilient modules with replaceable seats and disc rubbers.Servicing of both seated OSY shutoff valves and%"x 3/4"(16 x 19mm)meter. check modules do not require any special tools and are accessed via a single top entry cover.The device can be fitted with either Features approved UL Listed OS&Y Gates or Slow-Turn Gear Operated Ball Main Valve: Valve Assemblies and contains properly located resilient seated test Gear Operated Ball Valve Shutoffs with Pre-Wired Tamper cocks along the main valve body. • Switches(2) The auxiliary bypass line contains a Y/3"x 3/4"(16 x 19mm)Water Meter that complies with ANSI/AWWA Standard C700 coupled • Compact Design for Ease of Installation with an approved double check assembly(DC).The bypass line • Inline Serviceable Assembly is design to detect leaks or unauthorized water usage of the • No Special Tools Required for Servicing fire system while protecting against possible backpressure and backsiphonage conditions for non-health hazard(i.e., pollutant) • Captured Modular Spring Loaded Checks application. • Field Replaceable Seats&Discs • Field Replaceable Auxiliary Bypass Line&Components Typical Installation Auxiliary Bypass: The Series 3000BM1 is typically installed for service on com- • Compact Bypass Design; Remains within Main Valve mercial fire sprinkler systems. It is recommended this device is Assembly Profile installed after a water meter and/or main line isolation shutoff valve with installation techniques that comply with the latest edition • Inline Serviceable'/" Backflow Assembly of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product Field Replaceable Seats&Discs installation and safety information available or the experience of • a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing,in the experience of a trained product installer.You are required to United States.Before installing standard material product,consult thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICE Inquire with governing authorities for local installation requirements A M Es Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, FIRE&WATER WORKS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Approvals-Standards Configurable Options (Prefix-Suffix) •Approved by the Foundation for Cross-Connection Control and Suffix Hydraulic Research at The University of Southern California OSY: UL/FM Approved OS&Y Gate Valves(ANSI/AWWA C515 (FCCCHR-USC) Compliant) •ASSE 1048 Listed FP:UL Approved Gear Operated Ball Valves • UL Classified(US&Canada) CFM: Cubic Feet per Minute 5/8"x 3/4"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5/8"x 3/4"Water Meter(ANSI/AWWA •AWWA Standard C510 Compliant C700 Compliant) •CSA B64.5 LF: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY • NFPA 13, 14, 15, 16, 20, 22&24 Compliant LM: No Water Meter Installed in Auxiliary Bypass Line • End Connections Gear-Operated Ball Valves—National Pipe Thread Taper ANSI/ASME 81.20.1 Example Ordering Descriptions • End Connections OS&Y Gate Valves—Compliant to ASME 2" 3000BM1-OSY-GPM-Fitted with OS&Y Shutoff&Gallon per 816.1 Class 125&AWWA Class D Flange Minute Water Meter �pSSlFjF, 2" 3000BM1-FP-CFM-Fitted with Gear Operated Shutoff& U` OS ® Cubic Feet per Minute Water Meter t048 Approved C osr Friction Loss Gate Valves Friction loss chart identifies valve performance based upon rated Assembly Flow Orientation water Velocity up to 20fps • Horizontal-Approved by FCCCHR-USC,ASSE, UL, FM, • Maximum service flow rate is determined bymaximum rated IAPMO/cUPC • Velocity of 7.5fps. •Vertical Up-Approved by FCCCHR-USC,ASSE, UL, FM, •AWWA Manual M-22(Appendix C)recommends that the maxi- IAPMO/cUPC mum water Velocity in the services be not more than 10fps. Material Specifications • UL flow rate is determined by typically rated Velocity of 15 fps. • Body: Cast Bronze ASTM B584 • Elastomers: Silicone psi Rated Flow 100%Rated Flow *UL Rated Flow • 0-Rings: EPDM 22 I • CheCk Modules: Engineered Plastics N 18 � � I - Pressure Specifications o 114 I I I • Max,Working Pressure: 175 psi ii 12 • Min.Working Pressure: 10 psi a t0 II • Hydrostatic Test Pressure: 350 psi o s i I I • Hydrostatic Safety Pressure Rating: 700 psi a a 1 l I I Temperature Specifications 0 • • . -I. . . . • Continuous Operating Range:33°F 110°F(0.5°C 43°C) 0 20 40 60 80 100 120 140 160 180 200 220 240 260 gpm 76 152 228 303 378 454 530 606 680 757 833 908 984 Ipm • Intermittent Operating Range up to 140°F(60°C)Must not 7.5 16.3 24.5 fps exceed 12 hour duration Dimensions — Weights 1 1 G AL �. 6,,1Trwli6A a r 1 /` - J77 pe D(Open) .Ilnwe.-,(41111E I B A I .� -; _:te- LA MODEL SIZE(ON) DEMINSIONS WEIGHT A B C D IN. MM IN. MM IN. MM IN. MM IN. MM LBS. KGS. 3000BM1-0SY 2 50 22% 575 109/s 268 1113/s 300 131 343 85 38.6 3000BM1-FP 2 50 18% 479 8% 225 1113/6 300 41/4 108 35 15.8 AMES FIRE&WATERWORKS A WATTS Brand USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.corn USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES-A-3000B-M1 1816 ©2018 Ames Fire&Waterworks tqco Worldwide Fire Protection Contacts www.tyco-fire.com Products Model RM-1 Riser Manifold Commercial and Residential General Optional Pressure Relief Kits feature a 175 psi pressure relief valve and trim Description components for convenient integration ' into commercial and residential riser The TYCO commercial and residential manifold assemblies. Model RM-1 Riser Manifold provide The pressure relief valve, installed in the necessary waterflow alarm, pres- manifold assemblies above the nor- sure gauge, alarm test orifice, drain, mally closed test and drain or drain and sight glass equipment in a single valve, automatically bleeds system "` assembly for use in NFPA 13 corn- pressure exceeding 175 psi through a �. mercial sprinkler systems and in NFPA flexible hose connected to the mani- 13D/13R residential sprinkler systems fold drain outlet(Ref. Figure 5), reduc „ as follows: ing system pressure to 175 psi. .; NFPA 13* ' • 1-1/2 Inch (DN40) NOTICE Male Thread x Female Thread The Model RM-1 Riser Manifolds • 2-6 Inch (DN50—DN150) described herein must be installed Groove x Groove and maintained in compliance with this document,as well as with the applica- NFPA 13D ble standards of the National Fire Pro- • 1 Inch (DN25) tection Association(NFPA), in addition Female Thread x Female Thread to the standards of any other authori- NFPA 13R ties having jurisdiction.Failure to do so • 1 1/2 Inch(DN40) may impair the performance of these *' Male Thread x Female Thread devices. >' • 2 Inch (DN50) The owner is responsible for main- Groove x Groove taining their fire protection system and devices in proper operating con- *Although the Riser Manifold described in this techni- 7 x. dition. Contact the installing contrac cal data sheet is intended for NFPA 13 sprinkler sys- tems,it may be used for NFPA 13D or 13R residential tor or product manufacturer with any sprinkler systems,where a test orifice of 2.8K or 4.2K questions. tS 1 is acceptable. ^ s The variety of sizes and grooved end Technical 7'V connections allow cost effective and easy transition to check valves,control Data valves, and system piping.The Model RM-1 Riser Manifolds may be installed Approvals either horizontally(flow switch on top) UL and ULC Listed or vertically(flow going up)orientation, FM Approved for both single sprinkler rises and floor Listed by California State Fire Marshall control in high-rises. Maximum Working Pressure 300 psi(20,7 bar) Test Orifice 1-3 Inch(DN25—DN80)Manifolds:2.8K 4-6 Inch(DN100—DN150)Manifolds:4.2K Finish Red Painted Page 1 of 8 FEBRUARY 2017 TFP963 TFP963 Page 2 of 8 Nominal NO DESCRIPTION P/N Nominal End Nominal Dimensions Drain 1 300 psi/2000 kPa Riser Connections Inches Size Water Pressure Gauge..90050001 Size (mm) Inches 2 Test and Drain Valve, Inches (DN) Model TD-1: (DN) 1-1/2-3 Inch Inlet Outlet A B C D E F G H (DN40-DN80) S1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 1-1/ze ",2Man.8Kds, (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) 1-1/4",2.8K Orifice A61G0420 4-6 Inch 2 Groove Groove 13 18 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 (DN100-DN150) (50) (330) (457) (53) (143) (213) (388) (111) (32) Size Manifolds, 2",4.2K Orifice A61 G0601 2-1/2 13 18-1/16 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 3 Flow Switch,VSR-M: (65) Groove Groove (330) (460) (53) (143) (213) (388) (111) (32) 1-1/2"(DN40) 91144815 3 13 18-1/16 2-1/16 5-7/8 8-5/8 15-3/4 4-3/8 1-1/4 2"(DN50) 91144802 (80) Groove Groove (330) (460) (53) (150) (219) (400) (111) (32) 2-1/2"(DN65) 91144825 3"(DN80) 91144803 4 Groove Groove 13 20-1/4 4-1/4 6-3/4 10-3/4 18-3/8 5-3/16 2 4"(DN100) 91144804 (100) (330) (514) (108) (172) (273) (467) (132) (50) 6"(DN150) 91144806 6 Groove Groove 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 Field Replaceable (150) (330) (514) (108) (197) (300) (533) (172) (50) Retard/Switch 91144800 OUTLET 1 i ri ('P OPTIONAL . PRESSURE , M t„,.,._.....7_._f.„_._.)_...A.. .., NIS E RELIEF TRIM Air-, CONNECTION -•�1/ IIi 3,4 1111 , , AB *1*rewi.:12 _I .o ■� o 07■h ) i.1 4 III I ilia im(dinia , INLET C t G H D - - E - F FIGURE 1 MODEL RM-1 COMMERCIAL RISER MANIFOLDS 1-1/2-6 INCH(DN40-DN150) TFP963 Page 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1"NPT 1 CONNECTION (FEMALE) f_I 1 1 Imo1• NO DESCRIPTION P/N Iliml 10" 2 1 300 psi/2000 kPa 11" Water Pressure Gauge..90050001 O 9 . (254 mm) r'- 1 1 lawn (280 mm) 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSRM, 0 al I-ii lI 1"(DN25) 91144801 I 4 Field Replaceable Retard/Switch 91144800 2-1/2" 1" ill(64 mm) NPT DRAIN 3-3/4" 3-7/8" — (100 mm) (96 mm) 1"NPT 3,4 _ 4-5/8" (FEMALE) (118 mm)~ 10-1/8" _ (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) il OPTIONAL PRESSURE 1 RELIEFTRIM NPT CONNECTION (FEMALE) \, I rk 13-1/4" (337 mm) NO DESCRIPTION P/N 10" &IL 7_1 , in 1 300 psi/2000 kPa Water Pressure Gauge..90050001 . (254 mm) ■ 2 Ball Valve,1"(DN25)....97111603 2 3 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 _L�■ 4 Field Replaceable ■,�� 7/16" _(11 mm) yr,— IIi Retard/Switch 91144800 11��= 1 1 3-7/8" 3-7/8" 3,4 (100 mm) 1" (100 mm) — 1-1/2"NPT NPT 4-3/4" (MALE) DRAIN (121 mm) 11-3/8" (290 mm) FIGURE 3 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1-1/2 INCH(DN40) TFP963 Page 4 of 8 II ' 2" (GROOVED) 1 / A OPTIONAL P. iI PRESSURE '�7�O0 71 RELIEF TRIM �*As CONNECTION u „ 16” mom •min t O (406 mm) NO DESCRIPTION P/N ' t biliiii 1 300 psi/2000 kPa 13"• ( am 330 mm) I WaterPressureGauge..90050001 2 BallValve,1"(DN25)....9711160313 FlowSwitch,VSR-M,ii Ill2"(DN50) 91144802 �m= 2 �. 4 Field ReplaceableRetard/Switch 91144800 II �J'I 1/2" Y ,; l I Mr (13 mm) �� �IIIIIIIII d I 3-7/8" 4-1/8" 3,4 (100 mm) 1" (105 mm) 2" NPT 5" (GROOVED) DRAIN —(127 mm)- 11-7/8" (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Manifold Notes: Step 1. Install the manifold body with Where applicable pipe thread sealant the flow arrow pointing in the down Installation is to be applied sparingly. Use of a stream position using threaded con- non-hardening pipe thread sealant is nections and/or listed mechanical grooved connections,as applicable. TYCO Model RM-1 Riser Manifold recommended. must be installed in accordance with Never remove any piping component Step 2. Connect the drain line and on this section. nor correct or modifypipingdefi- commercial manifolds set the Model any TD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing position or on residential manifolds installed either horizontally(flow switch and draining the system. close the drain valve. on top)or vertically(flow going up).The Provisions for an alarm test flow on inlet of the Riser Manifold may be con- Residential Models must be made. Step 3. Refer to Figure 6 for wiring nected directly to a shut-off control The alarm test flow is to be through valve. in accordance with the authority guidance.All wiring must be performed having an orifice having a flow capacity equal to or smaller than the smallest orifice jurisdiction and/or the National Electri- to in the system. One of two cal Code. options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an lnspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5 of 8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT 1001184-01 175 psi,1/2"NPT 1001184-01 2 1/2"x Close Nipple 1001023-01 MO:EL 2 1/2"x Close Nipple,Qty 2...1001023-01 3 Flexible Hose: COMMERCIAL 3 Flexible Hose,1/2"x 16"....1001266-03 1-1/2-3 Inch(DN40-DN80) RISER MANIFOLD 4 Figure 815 Threaded Size Manifolds, 2 Reducing Tee, 1/2"x 24" 1001266-02 1 1"x 1"x 1/2"NPT 1001259-07 4-6 Inch -DN150) 1 ( S 5 1"x Close Nipple 1001025-01 Size Manifolds, or i `�1/2"x 30" 1001266-014 Figure 323 Reducing Tee, 1�'1 � MODEL RM-1 Grooved x NPT Threaded: ��� ��"-- RESIDENTIAL 1-1/2-3 Inch(DN40—DN80) t t���4 r760' , cv� RISER MANIFOLD Size Manifolds, �'. ,�1-1/4"x 1-1/4"x 1/2" 3231305GS 214-6 Inch(DN100-DN150) lir � Es Size Manifolds, ` '2"x 2"x 1/2" 3232005GS '`�"V 5 Figure 577 Rigid Grooved 3 �•' it ' Coupling:1-1/2-3 Inch(DN40-DN80) 5 /Size Manifolds, 41-1/4" 57713AGCP / \, 4-6 Inch(DN100—DN150) 3 `` Size Manifolds, 2 2" 57720AGCP 5 4 4.d FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressure manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressurerelief trim components Relief Trim procedure. this procedure. described in this Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi- female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2)in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. For assembly in Riser Manifolds nd drain valve as applicable and install Step 4. Install Figure 815 Reducing installed and in service, verify the fire Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- protection system is de pressurized on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- and drained. Close the system supply ure 577 Grooved Coupling (5), align- sure relief valve outlet port.Reconnect control valve,set commercial manifold itng tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- estand drain valve to DRAIN or open with pressure relief valve outlet port. let as necessary. residential drain valve to relieve resid Reconnect drain piping to Figure 323 ual pressure and drain system. Make Step 5. Install 1/2 inch x Close Nip- certain that drainage water will not tee drain outlet as necessary. 9 ples (2) in pressure relief valve outlet cause any damage or injury. Note: Refer to Technical Data Sheet port and in Figure 815 reducing tee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. installation and assembly instructions. for other requirements when closing a Step 6. Install Flexible Hose (3) by fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 inch x placing system in service. threading female ends onto 1/2 inch close nipples installed on relief valve Apply thread sealant or TEFLON tape x close nipple installed on relief valve outlet port and Figure 815 reducing tee on all threaded connections, with the outlet port and onto Figure 323 reduc- branch outlet. exception of internally sealed flexible ing tee branch outlet. Note:Assure Flexible Hose is not sus- hose connections. Note:Assure Flexible Hose is not sus- ceptible to being caught or snagged by ceptible to being caught or snagged by other moving equipment. other moving equipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED \ SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not ��`'�` SEPARATE peCLAMPING / j( her terminal and servmitted to be e as two `�around �,� CONDUCTORS PLATE .N.,.,_\j separate connections.The TERMINALwire must be severed to serve ` °111�� INCOMING \A� as two separate connections, %.* thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLENISUAL ADDRESSABLE NEUTRAL ANNUNCIATOR MODULE WHITE WHITE BLACK w -Ka U Q r,ccI m BLACK OO D O ®. (LINE/HOT) F-cog O �z I ami O°z OQQ I 0 0 O O — CONTACT RATINGS: 0 0 Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC ' NO NC COM COM NC VC N ® ® 0 ® Tni,\�`,wJ __`5 NOTE: \WJ�� When connecting to a UL Listed control panel, use panel resistor rating for circuit supervision NOTE: For supervised circuits.see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. FIGURE 6 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLD WIRING GUIDANCE TFP963 Page 7 of 8 7 i rim Ali 8 ) o onusC O o° UliLSol �!0 1S31 'OP OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED - n ON DETENT ON DETENT ON DETENT , , } b' CR)+, 11 �� (�1 0 I I MODTAND, • 05, ' 1 `�� J' \ �� DRAIN � ��VALVENMI- O ■immin O(0)1 ) :o O o ( 0 o MP 4 1 0 9 0 �/X �/N /X ,�1 FLOW 1CQ ], I ,_19 V' I I g (6 I 10 1611111 IE. si. �--- ��.— DRAIN —"��_ U SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD TD-1 TEST AND DRAIN VALVE OPERATION Care and standards of any authority having juris- of the NFPA,and any impairment must diction.Contact the installing contrac- be immediately corrected: Maintenance tor or product manufacturer with any questions. Alarm/Flow Test Procedure Step 1.Place the Model TD-1 Test and TYCO Riser Manifolds RM-1 must be It is recommended that automatic Drain Valve in the TEST position (Ref. serviced and maintained in accordance sprinkler systems be inspected,tested, Figure 7). On residential assemblies with this section. and maintained by a qualified Inspec- without a test orifice,temporarily install Before closing a fire protection system tion Service in accordance with local a test orifice in the drain outlet and fully control valve for inspection or main- requirements and/or national codes. open the Drain Valve. Make certain tenance work on the fire protection Note: No attempt is to be made to that drainage water will not cause any system that it controls, permission to repair any Riser Manifold component damage or injury. shut down the effected fire protection in the field. Only the pressure gauge, Step 2.Verify operation of associated system must first be obtained from waterflow alarm switch, or relief valve alarms. the proper authorities and all person- can be replaced.If any other problems Step 3. Verify that the residual (i.e., nel who may be affected by this action are encountered the entire riser mani flowing)pressure indicated by the pres- must be notified. fold must be replaced. sure gauge is no less that originally After placing a fire protection system The alarm/flow test procedure will recorded for the system when it was in service,notify the proper authorities result in operation of the associated first installed. and advise those responsible for moni- alarms. Consequently, notification Step 4. Close the Drain Valve on the toring proprietary and/or central station must be given to the owner and the fire Residential models and the Test and alarms. department, central station, or other Drain valve on commercial models. The owner is responsible for the signal station to which the alarms are inspection,testing,and maintenance of connected, and notification must be Step 5. Verify that the static (i.e., not their fire protection system and devices given to the building occupants. flowing)pressure indicated by the pres- in compliance with this document, as The following inspection procedure sure gauge is no less that originally well as with the applicable standards must be performed as indicated, in recorded for the system when it was of the National Fire Protection Associa- addition to any specific requirements first installed. tion (e.g., NFPA 25), in addition to the TFP963 Page 8 of 8 Limited OrderingOptional 175 psi Pressure Relief Kit Specify: Pressure Relief Kit, Model Warrant Procedure RM-1 Riser Manifold,(specify Commer- cial or Residential application),(specify For warranty terms and conditions,visit Contact your local distributor for avail- size range), P/N(specify): www.tyco-fire.com. ability. When placing an order, indi- Commercial cate the full product name, including 1-1/2-3 Inch(DN40—DN80) 40721 description and part number(P/N). 4-6 Inch(DN100—DN150) 40731 Riser Manifolds Residential Specify:Size(specify)Connection Type 1-2 Inch(DN25—DN50) 40711 (specify inlet x outlet)Model RM-1 Riser Replacement Parts Manifold, P/N(specify): Specify: Model RM-1 Riser Manifold Commercial (specify part description), P/N (specify 1-1/2 Inch(DN40)MT x FT 40551 from Figures 1,2,3,4 or 5) 2 Inch(DN50)G x G 40601 2-1/2 Inch(DN65)G x G 40611 3 Inch(DN80)G x G 40621 4 Inch(DN100)G x G 40651 6 Inch(DN150)G x G 40661 Residential 1 Inch(DN25)FT x FT 40671 1-1/2 Inch(DN40)MT x FT 40571 2 Inch(DN50)G x G 40591 GLOBAL HEADQUARTERS I 1400 Pennbrook Parkway,Lansdale,PA 19446 l Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. tqco TEFLON is a registered trademark of DuPont Fire Protection Products