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Report HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 11 Contract No.:C16-1095 City: Tigard, OR 97224 Project Location: 15050 SW Harveys View Ave Date:5/20/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail:a.nishihara@wyattfirecom Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Foyer&Storage Remote Area Location Occupancy Classification Density(gpm/ft2) 0.05 Area of Application(ft2) 648 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 32.4 Required Pressure at Source(psi) 37.2 Type of System Wet Volume-Entire System (gal) 3.3 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\SOUTHVIEW\Southview 11\SV11 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 11 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Foyer & Storage n6n7 n1D---:-- �_ nil R4.n3 �.. n5 n2 • n1 nit: ;h1 n16 srcl h2 File:W:\SOUTHVIEW\Southview 11\SV11 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 11 Hydraulic Analysis for : Foyer & Storage 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 :srcl Flow(gpm) Pressure(psi) 0 60 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) 32.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 32.4 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 37.2 Base of Riser-Flow(gpm) 32.4 Demand w/o System Pump(s) N/A File:W:\SOUTHVIEW\Southview 11\SV11 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 11 Hydraulic Analysis for : Foyer& Storage f Supply -i Sy stem Demand 70 Si 60 122 50 a 4 D2 -- ai N N 30 a. 20 -- 10 D1 0 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:W:\SOUTHVIEW\Southview 11\SV11 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 11 Hydraulic Analysis for : Foyer & Storage Graph Labels Label Description Values Flow (gpm) Pressure(psi) S1 Supply point#1-Static 0 60 S2 Supply point#2-Residual 1230 54 D1 Elevation Pressure 0 2.6 D2 System Demand 32.4 37.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure(psi) Flow (gpm) Pressure (psi) _ @ Flow (gpm) Supply 60 42.6 22.7 32.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h1 Overhead 324 4.9 0.05 16.2 10.9 0.05 16.2 10.9 Sprinkler h2 Overhead 324 4.9 0.05 16.2 10.9 0.05 16.2 11 Sprinkler File:W:\SOUTHVIEW\Southview 11\SV11 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 11 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psis/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm srcl Supply 37.2 -32.4 3 SUPPLY 0 n1 Node 36.5 4 NODE -0.4 n2 Node 31.7 5 NODE -0.9 n3 Node 28.2 9.5 NODE -2.8 n4 Node 27.4 9.5 NODE -2.8 n5 Node 26.1 9.5 NODE -2.8 n6 Node 19.3 19.5 NODE -7.1 n7 Node 18.3 19.5 NODE -7.1 n8 Node 15.7 19.5 NODE -7.1 n9 Node 14.7 19.5 NODE -7.1 n10 Node 11.5 19.5 NODE -7.1 n11 Node 10.5 19.5 NODE -7.1 n12 Node 12.3 9.5 NODE -2.8 n13 Node 11 9.5 NODE -2.8 n14 Node 10.8 9.5 NODE -2.8 n15 Node 10.5 9.5 NODE -2.8 n16 Node 11 7.5 NODE -1.9 hl Overhead Sprinkler 4.9 16.2 324 10.9 10.9 9 HEAD Open 0 0.05 -2.6 16.2 h2 Overhead Sprinkler 4.9 16.2 324 11 10.9 7 HEAD Open 0.0 0.05 -1.7 16.2 File:W:\SOUTHVIEW\Southview 11\SV11 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview Lot 11 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) (9Pm/Psis/2) (gpm) (in) (ft) (ft) (psi) (psi) hl 9 4.9 16.2 1 lx(BM.Tee-Br)=5 0.5 150 10.9 n13 9.5 16.2 1.101 5 0.0459 -0.2 5.5 0.3 n13 9.5 16.2 1 lx(BM.Tee-Br)=5 3.08 150 11 n12 9.5 32.4 1.101 5 0.1658 0 8.08 1.3 n12 9.5 0 1 lx(BM.90)=5 10 150 12.3 n11 19.5 32.4 1.101 5 0.1658 -4.3 15 2.5 n11 19.5 0 1 lx(BM.Tee-Br)=5 1.5 150 10.5 n10 19.5 32.4 1.101 5 0.1658 0 6.5 1.1 n10 19.5 0 1 lx(fm.Tee-Run)=1.91 12.17 150 11.5 n9 19.5 32.4 1.101 lx(BM.90)=5 6.91 0.1658 0 19.08 3.2 n9 19.5 0 1 1x(BM.90)=5 0.75 150 14.7 n8 19.5 32.4 1.101 5 0.1658 0 5.75 1 n8 19.5 0 1 lx(BM.Tee-Br)=5 11 150 15.7 n7 19.5 32.4 1.101 5 0.1658 0 16 2.7 n7 19.5 0 1 lx(BM.Tee-Br)=5 0.92 150 18.3 n6 19.5 32.4 1.101 5 0.1658 0 5.92 1 n6 19.5 0 1 lx(BM.90)=5 10 150 19.3 n5 9.5 32.4 1.101 5 0.1658 4.3 15 2.5 n5 9.5 0 1 lx(BM.90)=5 2.83 150 26.1 n4 9.5 32.4 1.101 5 0.1658 0 7.83 1.3 n4 9.5 0 1 lx(us.90)=3.82 1 150 27.4 n3 9.5 32.4 1.101 3.82 0.1658 0 4.82 0.8 n3 9.5 0 1 lx(coupling)=1.19 4.5 120 28.2 n2 5 32.4 1.087 1.19 0.2668 1.9 5.69 1.5 n2 5 0 1 1 0 31.7 Ames2000B n1 4 32.4 0 0 4.4388 0.4 1 4.4 n1 4 0 1 1 120 36.5 srcl 3 32.4 1.087 0 0.2668 0.4 1 0.3 h2 7 4.9 16.2 1 lx(BM.90)=5 0.56 150 11 n16 7.5 16.2 1.101 5 0.046 -0.2 5.56 0.3 n16 7.5 0 1 lx(BM.90)=5 3.82 150 11 n15 9.5 16.2 1.101 5 0.046 -0.9 8.82 0.4 n15 9.5 0 1 lx(BM.90)=5 0.33 150 10.5 n14 9.5 16.2 1.101 5 0.046 0 5.33 0.2 n14 9.5 0 1 lx(BM.Tee-Run)=1 3 150 10.8 n13 9.5 16.2 1.101 1 0.046 0 4 0.2 ©2006 National Fire Protection Association Page 7 Job name:Southview Lot 11 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 HYDRANT FLOW REQUEST FORM PROJECT: Southview • ADDRESS: none available CROSS STREET: 120th and Beef Bend Rd Tigard Or FLOW HYDRANT LOCATION: highest hydrant in new development lot 4 STATIC: 60 RESIDUAL: 54 GPM: 1230 @ 20 PSI = 2362 DATED: 12.15.14 MONITOR HYDRANT LOCATION: 12012 Aspen Ridge STATIC: 60 RESIDUAL: 48 GPM: DATED: 12.15.14 WITNESS • WITNESSED BY: TITLE: ORGANIZATION: SIGNATURE: