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Specifications (28) ooc\c ‘4a9.,4e, aul cts\)3 Ft, f A MAY 0 4 2016 OF d"R' ' * * : *%.**** WYAT qNc FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT #9 15086 SW HARVEY'S VIEW AVE TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 9 Contract No.:C15-463 City: Tigard, OR 97224 Project Location: 15086 SW Harveys View Ave Date:5/2/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Burnham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail:m.colley@wyattfirecom Name of Designer: Max Colley Authority Having Jurisdiction: City of Tigard Design Remote Area Name Bedroom 4 and Bath 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) 34.3 Required Pressure at Source(psi) 46.6 Type of System Wet Volume-Entire System (gal) 4.5 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\SOUTHVI EW\Southview 9\SV9 Calc.tyc3 Date 5/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 9 Node Labels: Off Pipe Labels: Off Diagram for Design Area : Bedroom 4 and Bath +•mow. File:W:\SOUTHVIEW\Southview 9\SV9 Calc.tyc3 Date 5/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 9 Hydraulic Analysis for : Bedroom 4 and Bath 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) 34.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 34.3 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 46.6 Base of Riser-Flow(gpm) 34.3 Demand w/o System Pump(s) N/A File:W:\SOUTHVIEW\Southview 9\SV9 Calc.tyc3 Date 5/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 9 Hydraulic Analysis for : Bedroom 4 and Bath -A40, t•D • SD a Xl 0. 1121 0 *arm0.i11I110 110 1:10 t) Flowgprn File:W:\SOUTHVIEVV\Southview 9\SV9 Calc.tyc3 Date 5/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 9 Hydraulic Analysis for : Bedroom 4 and Bath 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 34.3 46.6 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 39.6 13.4 34.3 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 0.052 17 12 0.054 17.3 12.5 Sprinkler h2 Overhead 324 4.9 0.052 17 12 0.052 17 12 Sprinkler File:W:\SOUTHVIEW\Southview 9\SV9 Calc.tyc3 Date 5/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 9 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 m ft2 psi psi ft gpm/psi/2 gpm gpm/ft2 psi gpm srcl Supply 3 SUPPLY 34.3 n1 Node 4 NODE n2 Node 5 NODE n3 Node 9.5 NODE n4 Node 9.5 NODE n5 Node 19.5 NODE n6 Node 19.5 NODE n7 Node 19.5 NODE n8 Node 19.5 NODE n9 Node 9.5 NODE n10 Node 9.5 NODE n11 Node 9.5 NODE n12 Node 9.5 NODE n13 Node 9.5 NODE hl Overhead Sprinkler 4.9 324 9 HEAD Open h2 Overhead Sprinkler 4.9 324 9 HEAD Open File:W:\SOUTHVIEW\Southview 9\SV9 Calc.tyc3 Date 5/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview Lot 9 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/z) (gpm) (in) (ft) (ft) (psi) (Psi) h2 9 4.9 17 1 lx(BM.90)=5 0.5 150 12 n13 9.5 17 1.101 5 0.0502 -0.2 5.5 0.3 n13 9.5 0 1 lx(BM.Tee-Run)=1 9 150 12.1 n12 9.5 17 1.101 1 0.0502 0 10 0.5 n12 9.5 17.3 1 lx(fm.Tee-Run)=1.91 12.42 150 12.6 n11 9.5 34.3 1.101 lx(BM.90)=5 6.91 0.1845 0 19.33 3.6 n11 9.5 0 1 2x(fm.Tee-Run)=3.82 12.17 150 16.2 n10 9.5 34.3 1.101 lx(BM.90)=5 8.82 0.1845 0 20.99 3.9 n10 9.5 0 1 lx(BM.90)=5 0.92 150 20 n9 9.5 34.3 1.101 5 0.1845 0 5.92 1.1 n9 9.5 0 1 lx(BM.Tee-Br)=5 10 150 21.1 n8 19.5 34.3 1,101 5 0.1845 -4.3 15 2.8 n8 19.5 0 1 3x(fm.Tee-Run)=5.73 13.33 150 19.6 n7 19.5 34.3 1.101 lx(BM.90)=5 10.73 0.1845 0 24.06 4.4 n7 19.5 0 1 lx(fm.Tee-Run)=1.91 13.83 150 24 n6 19.5 34.3 1.101 lx(BM.Tee-Br)=5 6.91 0.1845 0 20.74 3.8 n6 19.5 0 1 lx(BM.90)=5 1.5 150 27.8 n5 19.5 34.3 1.101 5 0.1845 0 6.5 1.2 n5 19.5 0 1 lx(BM.90)=5 10 150 29 n4 9.5 34.3 1.101 5 0.1845 4.3 15 2.8 n4 9.5 0 1 lx(us.90)=3.82 0.83 150 36.1 n3 9.5 34.3 1.101 3.82 0.1845 0 4.65 0.9 n3 9.5 0 1 1x(coupling)=1.19 4.5 120 37 n2 5 34.3 1.087 1.19 0.2968 1.9 5.69 1.7 n2 5 0 1 1 0 40.6 Ames2000B n1 4 34.3 0 0 4.8153 0.4 1 4.8 n1 4 0 1 1 120 45.9 srcl 3 34.3 1.087 0 0.2968 0.4 1 0.3 hl 9 4.9 17.3 1 lx(BM.Tee-Br)=5 0.5 150 12.5 n12 9.5 17.3 1.101 5 0.052 -0.2 5.5 0.3 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 7 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: