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Specifications (34) c9 - 11 9 L� WYAT T FIRE PROTECTION, INC, ;i tzcziv 9095 S.W. Burnham Tigard, OR 97223 FEB 2 2 2016 CITY OF PGARD DjVISICN SOUTHVIEW LOT #14 12007 SW AUTUMN VIEW AVE TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#2 Contract No.:C16-906 City: Tigard, OR 97223 Project Location: 12007 SW Autumnview St Date:2/19/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:m.colley@wyattfire.com Name of Designer: Max Colley Authority Having Jurisdiction: City of Tigard Design Remote Area Name Entry Remote Area Location Occupancy Classification Density(gpm/ft2) 0.051 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) 39.2 Type of System Wet Volume-Entire System (gal) 5.9 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:W:\Max\Southview 14\Southview 14.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#2 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Entry n8 no .,til 1 ,t11� n3 �... n1 4 n2 �f n19 n1 M$ n15 `'•. srcl File:W:\Max\Southview 14\Southview 14.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#2 Hydraulic Analysis for : Entry 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(ppm) Pressure(psi) 0 60 1230 48 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) 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) 39.2 Base of Riser-Flow(gpm) 27.6 Demand w/o System Pump(s) N/A File:W:\Max\Southview 14\Southview 14.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#2 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 27 6 39.2 0 SUPPLY 0 n1 Node 37.2 3 NODE -1.3 n2 Node 32.3 5 NODE -2.2 n3 Node 28.8 • 10 NODE -4.3 n4 Node 27.8 10 NODE -4.3 n5 Node 21.6 20 NODE -8.7 n6 Node 20.5 20 NODE -8.7 n7 Node 19.8 20 NODE -8.7 n8 Node 14.2 29 NODE -12.6 n9 Node 11.4 29 NODE -12.6 n10 Node 8.6 29 NODE -12.6 n11 Node 7.8 29 NODE -12.6 n12 Node 10 20 NODE -8.7 n13 Node 8.9 20 NODE -8.7 n14 Node 7.9 20 NODE -8.7 n15 Node 10.4 10 NODE -4.3 n16 Node 9.1 10 NODE -4.3 n17 Node 8.9 10 NODE -4.3 n18 Node 8.8 10 NODE -4.3 n19 Node 7.8 12 NODE -5.2 n20 Node 7.5 12 NODE -5.2 n21 Node 7 12.75 NODE -5.5 hl Overhead Sprinkler 4.9 14.6 256 8.9 7 9.5 HEAD Open 1.6 0.057 -4.1 13 h2 Overhead Sprinkler 4.9 13 256 7 7 12.25 HEAD Open 0 0.051 -5.3 13 File:W:\Max\Southview 14\Southview 14.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job name:Southview#2 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/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) h2 12.25 4.9 13 1 lx(BM.90)=5 0.56 150 7 n21 12.75 13 1.101 5 0.0304 -0.2 5.56 0.2 hl 9.5 4.9 14.6 1 lx(BM.90)=5 0.5 150 8.9 ' n17 10 14.6 1.101 5 0.0378 -0.2 5.5 0.2 n21 12.75 0 1 lx(BM.90)=5 1.83 150 7 n20 12 13 1.101 5 0.0304 0.3 6.83 0.2 n20 12 0 1 lx(BM.90)=5 4.42 150 7.5 n19 12 13 1.101 5 0.0304 0 9.42 0.3 n19 12 0 1 lx(BM.90)=5 2 150 7.8 n18 10 13 1.101 5 0.0304 0.9 7 0.2 n18 10 0 1 lx(BM.Tee-Br)=5 3.83 150 8.8 n16 10 13 1.101 5 0.0304 0 8.83 0.3 n17 10 0 1 lx(BM.Tee-Br)=5 2 150 8.9 n16 10 14.6 1.101 5 0.0378 0 7 0.3 n16 10 14.6 1 lx(BM.90)=5 5.75 150 9.1 n15 10 27.6 1.101 5 0.1226 0 10.75 1.3 n15 10 0 1 lx(BM.90)=5 10 150 10.4 n14 20 27.6 1.101 5 0.1226 -4.3 15 1.8 n14 20 0 1 lx(BM.90)=5 2.42 150 7.9 n13 20 27.6 1.101 5 0.1226 0 7.42 0.9 n13 20 0 1 lx(BM.90)=5 4.12 150 8.9 n12 20 27.6 1.101 5 0.1226 0 9.12 1.1 n12 20 0 1 lx(BM.90)=5 9 150 10 n11 29 27.6 1.101 5 0.1226 -3.9 14 1.7 n11 29 0 1 lx(BM.90)=5 1.75 150 7.8 n10 29 27.6 1.101 5 0.1226 0 6.75 0.8 n10 29 0 1 lx(BM.90)=5 17.33 150 8.6 n9 29 27.6 1.101 5 0.1226 0 22.33 2.7 n9 29 0 1 lx(BM.90)=5 18 150 11.4 n8 29 27.6 1.101 5 0.1226 0 23 2.8 n8 29 0 1 lx(BM.90)=5 9 150 14.2 n7 20 27.6 1.101 5 0.1226 3.9 14 1.7 n7 20 0 1 1x(BM.90)=5 0.5 150 19.8 n6 20 27.6 1.101 5 0.1226 0 5.5 0.7 n6 20 0 1 lx(BM.90)=5 4.33 150 20.5 n5 20 27.6 1.101 5 0.1226 0 9.33 1.1 ©2006 National Fire Protection Association Page 5 Job name:Southview#2 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) n5 20 0 1 lx(BM.90)=5 10 150 21.6 n4 10 27.6 1.101 5 0.1226 4.3 15 1.8 n4 10 0 1 lx(us.90)=3.82 4.17 150 27.8 " n3 10 27.6 1.101 3.82 0.1226 0 7.99 1 n3 10 0 1 lx(coupling)=1 5 120 28.8 n2 5 27.6 1.049 1 0.2347 2.2 6 1.4 n2 5 0 1 2 0 32.3 Ames2000B n1 3 27.6 0 0 1.9991 0.9 2 4 n1 3 0 1 3 120 37.2 srcl 0 27.6 1.049 0 0.2347 1.3 3 0.7 * Discharge shown for flowing nodes only 1 ©2006 National Fire Protection Association Page 6 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: