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Report (2) f i''S.ZDI S- (�U.ZvZ /.Z U 3 7 S�v 75tiLrti L r4/ RECEIVEP W YAT T DEC 3 0 2015 FIRE PROTECTION, INC. C1'110HIGARD 9095 S.W. Burnham BUILDINCDIUIyION Oil Tigard, OR 97223 SOUTHVIEW LOT #16 12037 SW AUTUMN VIEW ST TIGARD, OR 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#16 Contract No.: City: Tigard, OR 97223 ProjectLocation: 12037 SW Autumnview St Dale:12/30/20151 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Burnham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:a.nishiham@wyattfire.com Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Foyer Remote Area Location Occupancy Classification Density(gpm/ft') 0.051 Area of Application(ft2) 512 Coverage per Sprinkler(ft') 256 Numberof Calculated Sprinklers 2 In-Rads Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(Ind.Hose Streams)(gpm) 26.1 Required Pressure at Source(psi) 38.3 Type of System Wet Volume-Entire System (gal) 6gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Usem\Ashley\Documents\Projects\2015\Southview Heights\Southview 16\Southview 16.tyc3 Date 12/30/2015 Copyright O 2002-2012 Tyco Fire Protection Products Pagel Job:Southview#16 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Foyer n12 a9 X10 �¢3 a8 nk7 07 1w n2 n1 sri 1 File:C:1UserslAshleylDocuments\Pmjectsl20151Southview Heights\Southview 161Southview 16.tyc3 Dale 12/30/2015 Copyright 02002-2012 Tyco Fire Protection Products Page 2 Job:Southview#16 Hydraulic Analysis for : Foyer Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.60) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :srcl Flow m Pressure i 60 1230 48 J 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) 26.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26.1 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 38.3 Base of Riser -Flow(gpm) 26.1 Demand w/o System Pump(s) N/A i File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 16\Southview 16.tyc3 Date 12/30/2015 Copyri htQ2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#16 Hydraulic Analysis for : Foyer Supply f System Demand 70 S1 60 - S2 46.706 50 - D2 0 -D2 4 -- ti 7 N y 30 - --- CL 0 --a 20 - 1 0 -1 D1 0 0 400 500 600 700 800 900 1000 1100 1200 130 Flow, gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 16\Southview 16.tyc3 Dale 12/30/2015 Copyright 02002-2012 Tyw Fire Protection Products Page 4 Job:Southview#16 Hydraulic Analysis for : Foyer Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supplypoint#1-Static 0 60 S2 Supply point#2-Residual 1230 48 01 Elevation Pressure 0 4.3 D2 System Demand 26.1 38.3 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 34.1 21.7 26.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/p5i92) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead Sprinkler 256 4.9 0.051 13 7 0.051 13.2 7.2 h2 Overhead Sprinkler 256 4.9 0.051 13 7 0.051 13 7 r File:C:\UsersWshley\Documents\Projects\2015\Southview Heights\Southview 16\Southview 16.tyc3 Dale 12/30/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#16 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/psi1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm srcl Supply _261 38.3 0 SUPPLY 0 n1 Node 36.4 3 NODE 1 -1.3 n2 Node 31.5 5 NODE -2.2 n3 Node 27.7 10.5 NODE -4.5 n4 Node 27.2 10.5 NODE -4.5 n5 Node 26.5 10.5 NODE -4.5 n6 Node 20.2 21 NODE -9.1 n7 Node 19.5 21 NODE -9.1 n8 Node 18.7 21 NODE -9.1 n9 Node 12.9 30.5 NODE -13.2 n10 Node 12 30.5 NODE -13.2 n11 Node 9.9 30.5 NODE -13.2 n12 Node 7.2 30.5 NODE -13.2 n13 Node 9.7 21 NODE -9.1 n14 Node 8.8 21 NODE -9.1 n15 Node 8.1 21 NODE -9.1 n16 Node 7.4 21 NODE -9.1 n17 Node 10.2 10.5 NODE -4.5 n18 Node 7.8 10.5 NODE -4.5 n19 Node 7.2 10.5 NODE -4.5 n20 Node 7 10.5 NODE -4.5 hl Overhead Sprinkler 4.9 13.2 256 7.2 7 10 HEAD Open 0.2 0.051 -4.3 13 h2Overhead Sprinkler 4.9 13 256 7 7 10 HEAD Open 0 0.051 -4.3 13 File:C:\Usem\Ashley\Documents\Projects\2015\Southview Heights\Southview 16\Southview 16.tyc3 Date 12/30/2015 Copyright 02002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#16 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 10 4.9 13 1 lx(BM.90)=5 0.5 150 7 n20 10.5 13 1.101 5 0.0304 -0.2 5.5 0.2 n20 10.5 0 1 1x(BM.Tee-Run)=1 6.25 150 7 n19 10.5 13 1.101 1 0.0304 0 7.25 0.2 n19 10.5 13.2 1 lx(BM.90)=5 1.08 150 7.2 n18 10.5 26.1 1.101 5 0.1112 0 6.08 0.7 n18 10.5 0 1 lx(BM.90)=5 16.54 150 7.8 n17 10.5 26.1 1.101 5 0.1112 0 21.54 2.4 n17 10.5 0 1 lx(BM.90)=5 10.5 150 10.2 n16 21 26.1 1.101 5 0.1112 -4.5 15.5 1.7 n16 21 0 1 lx(BM.90)=5 1 150 7.4 n15 21 26.1 1.101 5 0.1112 0 6 0.7 n15 21 0 1 lx(BM.90)=5 1.58 150 8.1 n14 21 26.1 1.101 5 0.1112 0 6.58 0.7 n14 21 0 1 1X(BM.Tee-Br)=5 3 150 8.8 n13 21 26.1 1.101 5 0.1112 0 8 0.9 n13 21 0 1 lx(BM.90)=5 9.5 150 9.7 n12 30.5 26.1 1.101 5 0.1112 -4.1 14.5 1.6 n12 30.5 0 1 1X(BM.Tee-Br)=5 19.59 150 7.2 nll 30.5 26.1 1.101 5 0.1112 0 24.59 2.7 nll 30.5 0 1 1x(BM.Tee-Br)=5 13.33 150 9.9 n10 30.5 26.1 1.101 5 0.1112 0 18.33 2 n10 30.5 0 1 lx(BM.90)=5 3.67 150 12 n9 30.5 26.1 1.101 5 0.1112 0 8.67 1 n9 30.5 0 1 lx(BM.90)=5 9.5 150 12.9 n8 21 26.1 1.101 5 0.1112 4.1 14.5 1.6 n8 21 0 1 1x(BM.Tee-Br)=5 2.92 150 18.7 n7 21 26.1 1.101 5 0.1112 0 7.92 0.9 n7 21 0 1 1x(BM.Tee-Br)=5 1 150 19.5 n6 21 26.1 1.101 5 0.1112 0 6 0.7 n6 21 0 1 lx(BM.90)=5 10.5 150 20.2 n5 10.5 26.1 1.101 5 0.1112 4.5 15.5 1.7 n5 10.5 0 1 lx(BM.90)=5 1.58 150 26.5 n4 10.5 26.1 1.101 5 0.1112 0 6.58 0.7 n4 10.5 0 1 lx(us.90)=3.82 1 150 27.2 n3 10.5 26.1 1.101 3.82 0.1112 0 4.82 0.5 92006 National Fire Protection Association Page 7 Job name:Southview#16 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/psi'M Wpm) (in) (ft) (ft) (psi) (psi) n3 10.5 0 1 1x(coupling)=1 5.5 120 27.7 n2 5 26.1 1.049 1 0.2127 2.4 6.5 1.4 n2 5 0 1 2 0 31.5 Ames2000B n1 3 26.1 0 0 2.009 0.9 2 4 nl 3 0 1 3 120 36.4 srcl 0 26.1 1.049 0 0.2127 1.3 3 0.6 hl 10 4.9 13.2 1 1X(BM.Tee-Br)=5 0.5 150 7.2 n19 10.5 13.2 1.101 5 0.0312 -0.2 5.5 0.2 * Discharge shown for flowing nodes only 02006 National Fire Protection Association Page 8