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Report (52) cEy9S 2.0 oo 7z • HYDRAULIC CALCULATIONS /2.?/ 5 St-Li 44//Gcv for Job Information ftettiThProject Name:Arlington Heights#112 Contract No. :C14 4618 City: Tigard, OR 97223 t APR 2 3 2014 Project Location: 12719 SW Willow Point Lane Date:4/22/2014 14 CIT YOF GA Contractor Information LD' (J p VISION Name of Contractor: Wyatt Fire Protection Address: 9095 SW Burnham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:a.payne@wyattfire.com Name of Designer: Ashley Payne Authority Having Jurisdiction: City of Tigard Design Remote Area Name DesignArea_1 Remote Area Location nClassification Occupa cy Residential_NewCommodity1 Density(gpm/ft2) 0.093 Area of Application(ft2) 280 Coverage per Sprinkler(ft2) 140 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 26.8 Required Pressure at Source(psi) 64.4 Type of System Wet Volume-Entire System (gal) 3 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\Arlington\112\Arlington 112.tyc3 Date 4/22/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Arlington Heights#112 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : DesignArea_1 9 • 10 • 7 0• 2 1 12 5 3 srcl File:C:\Users\Ashley\Documents\Projects\Arlington\112\Arlington 112.tyc3 Date 4/22/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Arlington Heights#112 Hydraulic Analysis for : DesignArea_1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : srcl Flow(gpm) Pressure(psi) 0 118 1230 54 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) 26.8 • InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26.8 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 64.4 Base of Riser -Flow(gpm) 26.8 Demand w/o System Pump(s) N/A I , III , File:C:\Users\Ashley\Documents\Projects\Arlington\112\Arlington 112.tyc3 Date 4/22/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Arlington Heights#112 Hydraulic Analysis for : DesignArea_1 M- Supply f System Demand II 150 140 ----- ---- 13 S -- ----- t1■ 120 11 -- -- 110 ---� ---- 100 ---------�;,�-- .�. 9086 D2 N 71 -- — 1 — _— S2 CL 60 -- 47.099 50 40 ----- -- 30 2 D1 ----=— -- --- 10 ------ --- 0 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\Arlington\112\Arlington 112.tyc3 Date 4/22/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Arlington Heights#112 Hydraulic Analysis for : DesignArea_1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 118 S2 Supply point#2-Residual 1230 54 D1 Elevation Pressure 0 7.4 D2 System Demand 26.8 64.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 117.9 38.3 53.5 26.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 140 4.9 0.093 13 7 0.098 13.8 7.9 Sprinkler h2 Overhead 140 4.9 0.093 13 7 0.093 13 7 Sprinkler File:C:\Users\Ashley\Documents\Projects\Arlington\112\Arlington 112.tyc3 Date 4/22/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Arlington Heights#112 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psi1/2 gpm psi n2 4 NODE 58.7 n1 3 NODE 59.6 srcl 1 SUPPLY 64.4 -26.8 n3 18 NODE 46.9 n4 18 NODE 44.3 n5 18 NODE 40.3 n6 26 NODE 32.6 • n7 26 NODE 29.8 n8 26 NODE 26.9 n9 26 NODE 18.6 n10 26 NODE 13.4 n11 26 NODE 12 n 12 18 NODE 11.2 hl 18 HEAD 7.9 13.8 4.9 13 7 h2 18 HEAD 7 13 4.9 13 7 • • File:C:\Users\Ashley\Documents\Projects\Arlington\112\Arlington 112.tyc3 Date 4/22/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Arlington Heights#112 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/psil/z) (gpm) (in) (ft) (ft) (psi) (psi) h2 18 4.9 13 .75 9.33 150 7 hl 18 4.9 13 0.874 0 0.0939 0 9.33 0.9 hl 18 4.9 13.8 .75 lx(BM.Tee-Br)=3 6.17 150 7.9 ' n12 18 26.8 0.874 3 0.3584 0 9.17 3.3 n12 18 0 .75 lx(BM.90)=4 8 150 11.2 • n11 26 26.8 0.874 4 0.3584 -3.5 12 4.3 n11 26 0 .75 lx(BM.Tee-Br)=3 0.83 150 12 n10 26 26.8 0.874 3 0.3584 0 3.83 1.4 n10 26 0 .75 lx(B M.90)=4 10.5 150 13.4 n9 26 26.8 0.874 4 0.3584 0 14.5 5.2 n9 26 0 .75 lx(BM.Tee-Br)=3 20.08 150 18.6 n8 26 26.8 0.874 3 0.3584 0 23.08 8.3 n8 26 0 .75 1x(B M.Tee-Br)=3 5.17 150 26.9 • n7 26 26.8 0.874 3 0.3584 0 8.17 2.9 n7 26 0 .75 lx(BM.90)=4 3.75 150 29.8 • n6 26 26.8 0.874 4 0.3584 0 7.75 2.8 n6 26 0 .75 lx(BM.90)=4 8 150 32.6 n5 18 26.8 0.874 4 0.3584 3.5 12 4.3 n5 18 0 .75 1x(BM.90)=4 6.96 150 40.3 n4 18 26.8 0.874 4 0.3584 0 10.96 3.9 n4 18 0 .75 lx(BM.90)=4 3.38 150 44.3 n3 18 26.8 0.874 4 0.3584 0 7.38 2.6 n3 18 0 .75 lx(coupling)=2.01 14 150 46.9 n2 4 26.8 0.874 2.01 0.3584 6.1 16.01 5.7 n2 4 0 1 lx(coupling)=1 1 120 58.7 nl 3 26.8 1.049 1 0.2227 0.4 2 0.4 n1 3 0 1 2 0 59.6 Ames 200B 1" srci 1 26.8 0 0 1.9637 0.9 2 3.9 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 7