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Specifications (27) t�tis 1 w iAa(L.re�S \jc . . W YAT '1.4)) 20�* .t. FIRE PROTECTION, INy �N 48 4 d" 9095 S.W. Burnham -;/ 1/ Tigard, OR 97223 SOUTHVIEW LOT 34 15181 SW HARVEY'S VIEW AVE TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS 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 WITN ESS WITNESSED BY: TITLE: ORGANIZATION: SIGNATURE: HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 34 Contract No.:C16-986 City: Tigard, OR 97224 Project Location: 15181 SW Harveys View Ave Date:4/5/2016 Contractor Information Name of Contractor: Wyatt Fire Protection 722 Address: 9095 SW Burnham 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 DesignArea_1 Remote Area Location Occupancy Classification Density(gpm/ft2) 0.052 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) 34 Required Pressure at Source(psi) 51.9 Type of System Wet Volume-Entire System (gal) 5.7 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:C:\Users\Ashley\Documents\Projects\2016\Southview 34\SV34 Calc.tyc3 Date 4/5/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 34 Node Labels: Off Pipe Labels: Off Diagram for Design Area : DesignArea_1 N---'" .vim, L......."---.., _---- ------------*'. ._4- ---- File:C:\Users\Ashley\Documents\Projects\2016\Southview 34\SV34 Calc.tyc3 Date 4/5/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 34 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(qpm) 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) 34 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 34 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 51.9 Base of Riser-Flow(gpm) 34 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2016\Southview 34\SV34 Calc.tyc3 Date 4/5/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 34 Hydraulic Analysis for : DesignArea_1 f Supply System Da rrand 70 STEM1 60 D2 -�•_• S2 53.353 50 vs N 40 4+1 t7) 30 p_ 20 10 D1 0 0 400 500 600 700 800 000 1000 1100 1200 130C Flow. gpm File:C:\Users\Ashley\Documents\Projects\2016\Southview 34\SV34 Calc.tyc3 Date 4/5/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 34 Hydraulic Analysis for : DesignArea_1 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 3.1 D2 System Demand 34 51.9 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 37 8.1 34 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) h1 Overhead 324 4.9 0.052 17 12 0.052 17 12 Sprinkler h2 Overhead 324 4.9 0.052 17 12 0.053 17 12.1 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Southview 34\SV34 Calc.tyc3 Date 4/5/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 34 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/psi/a gpm ft2 psi psi ft gpm gpm/ft2 psi gpm srcl Supply 51.9 3 SUPPLY 34 0 n1 Node 51.2 4 NODE -0.4 n2 Node 46 5 NODE -0.9 n3 Node 41.5 10.67 NODE -3.3 n4 Node 39 10.67 NODE -3.3 n5 Node 37.9 10.67 NODE -3.3 n7 Node 25.2 29.67 NODE -11.6 n8 Node 21.2 29.67 NODE -11.6 n9 Node 17.8 29.67 NODE -11.6 n10 Node 19.1 20.67 NODE -7.7 n11 Node 15.8 20.67 NODE -7.7 n12 Node 13.2 20.67 NODE -7.7 n13 Node 14.8 10.67 NODE -3.3 n14 Node 13.1 10.67 NODE -3.3 n15 Node 12.1 10.67 NODE -3.3 n16 Node 11.7 10.67 NODE -3.3 n17 Node 12.2 8.67 NODE -2.5 hl Overhead Sprinkler 4.9 17 324 12 12 10.17 HEAD Open 0 0.052 -3.1 17 h2 Overhead Sprinkler 4.9 17 324 12.1 12 8.17 HEAD Open 0.0 0.053 -2.2 17 File:C:\Users\Ashley\Documents\Projects\2016\Southview 34\SV34 Calc.tyc3 Date 4/5/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview Lot 34 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/Psi/2) (gpm) (in) (R) (ft) (psi) (psi) hl 10.17 4.9 17 1 lx(BM.Tee-Br)=5 0.5 150 12 n15 10.67 17 1.101 5 0.0502 -0.2 5.5 0.3 • n15 10.67 17 1 lx(BM.90)=5 0.75 150 12.1 n14 10.67 34 1.101 5 0.1815 0 5.75 1 n14 10.67 0 1 1x(BM.90)=5 4.33 150 13.1 n13 10.67 34 1.101 5 0.1815 0 9.33 1.7 n13 10.67 0 1 lx(BM.90)=5 10 150 14.8 n12 20.67 34 1.101 5 0.1815 -4.3 15 2.7 n12 20.67 0 1 lx(BM.90)=5 9.08 150 13.2 n11 20.67 34 1.101 5 0.1815 0 14.08 2.6 n11 20.67 0 1 1x(fm.Tee-Run)=1.91 11.58 150 15.8 n10 20.67 34 1.101 1x(BM.90)=5 6.91 0.1815 0 18.49 3.4 n10 20.67 0 1 lx(BM.Tee-Br)=5 9 150 19.1 n9 29.67 34 1.101 5 0.1815 -3.9 14 2.5 n9 29.67 0 1 2x(fm.Tee-Run)=3.82 10.17 150 17.8 n8 29.67 34 1.101 1x(BM.Tee-Br)=5 8.82 0.1815 0 18.99 3.4 n8 29.67 0 1 2x(fm.Tee-Run)=3.82 12.92 150 21.2 n7 29.67 34 1.101 lx(BM.Tee-Br)=5 8.82 0.1815 0 21.74 3.9 n7 29.67 0 1 lx(BM.Tee-Run)=1 19 150 25.2 n5 10.67 34 1.101 lx(BM.90)=5 6 0.1815 8.2 25 4.5 n5 10.67 0 1 lx(BM.90)=5 0.75 150 37.9 n4 10.67 34 1.101 5 0.1815 0 5.75 1 n4 10.67 0 1 1x(us.90)=3.82 10.17 150 39 n3 10.67 34 1.101 3.82 0.1815 0 13.99 2.5 n3 10.67 0 1 lx(coupling)=1.19 5.67 120 41.5 n2 5 34 1.087 1.19 0.2921 2.5 6.86 2 n2 5 0 1 1 0 46 Ames2000B n1 4 34 0 0 4.7675 0.4 1 4.8 n1 4 0 1 1 120 51.2 srcl 3 34 1.087 0 0.2921 0.4 1 0.3 h2 8.17 4.9 17 1 lx(BM.90)=5 0.58 150 12.1 n17 8.67 17 1.101 5 0.0504 -0.2 5.58 0.3 n17 8.67 0 1 lx(BM.90)=5 3.61 150 12.2 n16 10.67 17 1.101 5 0.0504 -0.9 8.61 0.4 n16 10.67 0 1 lx(BM.Tee-Run)=1 6.08 150 11.7 n15 10.67 17 1.101 1 0.0504 0 7.08 0.4 ©2006 National Fire Protection Association Page 7 Job name:Southview Lot 34 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