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Report (52) -1Qc2.d - 0 /11? 27 GI s � .. RECEIVED 1741:14.1t44 \A( vinaA4T T SEP 4 2014 FIRE PROTECTION, INC.g�IITY OF(�,��"' 9095 S.W. Burnham Tigard, OR 97223 ARLINGTON HEIGHTS #114 12747 SW WILLOW POINT LN TIGARD, OREGON 4 FIRE PROTECTION ' HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Arlington Heights#113 Contract No.:C14 4659 City: Tigard, OR 97223 Project Location: 12747 SW Willow Point Lane Date:9/3/2014 Contractor Information Name of Contractor: Wyatt Fire Protection i Address: 9095 SW Burnham Dr City: Tigard, OR 97223 • Phone Number: 503 684-2928 E-mail:a. a ne ( ) p y @wyattfire.com Name of Designer: Ashley Payne Authority Having Jurisdiction: City of Tigard Design Remote Area Name Downstairs Hallway Remote Area Location Occupancy Classification Residential_NewCommodityl Density(gpm/ft2) 0.052 Area of Application(ft2) 512 Coverage per Sprinkler(ft2) 256 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 • Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 27.6 Required Pressure at Source(psi) 67.4 Type of System Wet Volume-Entire System (gal) 6 gal Water Supply Information 1 Date Location 4 Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\Arlington\114\Arlington 114.tyc3 Date 9/3/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Arlington Heights#113 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Downstairs Hallway n12 n9 n11 n15 • n7 n8 h 1n20 h2 n4 n3 n2 n1 File:C:\Users\Ashley\Documents\Projects\Arlington\114\Arlington 114.tyc3 Date 9/3/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Arlington Heights#113 Hydraulic Analysis for : Downstairs Hallway • 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 :S Flow(gpm) Pressure(psi) 0 118 1230 54 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) (gp ) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 27.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 27.6 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 67.4 Base of Riser -Flow(gpm) 27.6 Demand w/o System Pump(s) N/A 1 File:C:\Users\Ashley\Documents\Projects\Arlington\114\Arlington 114.tyc3 Date 9/3/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Arlington Heights#113 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psis/z gpm psi S 0 SUPPLY 67.4 -27.6 n1 3 NODE 65.3 n2 5 NODE 60.5 n3 6.5 NODE 59.2 n4 9 NODE 56.5 n5 9 NODE 49.8 n6 19 NODE 40.2 n7 19 NODE 35.6 n8 19 NODE 32.2 n9 29 NODE 22.9 n10 29 NODE 20.6 n11 29 NODE 20.2 n12 29 NODE 18.4 n14 29 NODE 16.2 n15 29 NODE 14.8 n16 29 NODE 16.4 n18 19 NODE 14.2 n19 19 NODE 12.3 n20 19 NODE 8.8 hl 19 HEAD 8.4 14.2 4.9 13.4 7.5 h2 19 HEAD 7.5 13.4 4.9 13.4 7.5 4 File:C:\Users\Ashley\Documents\Projects\Arlington\114\Arlington 114.tyc3 Date 9/3/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job name:Arlington Heights#113 Sheet number: 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) h2 19 4.9 13.4 .75 lx(BM.Tee-Br)=3 10 150 7.5 n20 19 13.4 0.874 3 0.0998 0 13 1.3 n20 19 14.2 .75 lx(BM.Tee-Br)=3 6.33 150 8.8 n19 19 27.6 0.874 3 0.3787 0 9.33 3.5 n19 19 0 .75 1x(BM.90)=4 0.82 150 12.3 n18 19 27.6 0.874 4 0.3787 0 4.82 1.8 n18 19 0 .75 lx(BM.Tee-Br)=3 10 150 14.2 n15 29 27.6 0.874 3 0.3787 -4.3 13 4.9 n15 29 -10.7 .75 1x(BM.Tee-Br)=3 7.68 150 14.8 n16 29 16.9 0.874 3 0.1522 0 10.68 1.6 n16 29 0 .75 lx(BM.Tee-Br)=3 25 150 16.4 n10 29 16.9 0.874 3 0.1522 0 28 4.3 n10 29 10.7 .75 lx(BM.90)=4 2 150 20.6 n9 29 27.6 0.874 4 0.3787 0 6 2.3 n9 29 0 .75 lx(BM.Tee-Br)=3 10 150 22.9 n8 19 27.6 0.874 3 0.3787 4.3 ' 13 4.9 n8 19 0 .75 lx(BM.Tee-Br)=3 6 150 32.2 n7 19 27.6 0.874 3 0.3787 0 9 _ 3.4 n7 19 0 .75 lx(BM.90)=4 8.17 150 35.6 n6 19 27.6 0.874 4 0.3787 0 12.17 4.6 n6 19 0 .75 lx(BM.90)=4 10 150 40.2 n5 9 27.6 0.874 4 0.3787 4.3 14 5.3 n5 9 0 .75 lx(BM.90)=4 13.5 150 49.8 n4 9 27.6 0.874 4 0.3787 0 17.5 6.6 n4 9 0 .75 lx(coupling)=2.01 2.5 150 56.5 n3 6.5 27.6 0.874 2.01 0.3787 1.1 s 4.51 1.7 n3 6.5 0 1 lx(coupling)=1 1.5 120 59.2 n2 5 27.6 1.049 1 0.2354 0.6 2.5 0.6 n2 5 0 1 2 0 60.5 Ames2000B n1 3 27.6 0 0 1.9987 0.9 2 4 ' n1 3 0 1 3 120 65.3 S 0 27.6 1.049 0 0.2354 1.3 3 0.7 hl 19 4.9 14.2 .75 1x(BM.Tee-Br)=3 1.16 150 8.4 n20 19 14.2 0.874 3 0.1101 0 4.16 0.5 n15 29 0 .75 lx(BM.90)=4 17.82 150 14.8 n14 29 10.7 0.874 4 0.0658 0 21.82 1.4 ©2006 National Fire Protection Association Page 5 Job name:Arlington Heights#113 Sheet number: 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) n14 29 0 .75 lx(BM.Tee-Run)=1 28.04 150 16.2 n12 29 10.7 0.874 lx(BM.90)=4 5 0.0658 0 33.04 2.2 n12 29 0 .75 lx(BM.Tee-Br)=3 25.5 150 18.4 n11 29 10.7 0.874 3 0.0658 0 28.5 1.9 n11 29 0 .75 lx(BM.Tee-Br)=3 3.04 150 20.2 n10 29 10.7 0.874 3 0.0658 0 6.04 0.4 * Discharge shown for flowing nodes only • ©2006 National Fire Protection Association Page 6