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Specifications l 2_6 FO 5 r.<>4747`7-fu.4ivirw .Vic. W YAT T `141414e FIRE PROTECTION , INCKFivEl) 9095 S.W. Burnham Tigard, OR 97223 iiCT 'l7 '2015 t;lfYOF 1'IGAItl1 VV 21 U[LDING DIVISION S O U TV I E 12080 SW AUTUMN VIEW ST TIGARD, OREGON FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRANT FLOW REQUEST FORM PROJECT: Southview ADDRESS: none available 120th and Beef Bend Rd Tigard Or CROSS STREET: g 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: s+ TITLE: ORGANIZATION: SIGNATURE: HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#21 Contract No.:C15-685 City: Tigard, OR 97223 Project Location: 12080 SW Autumn View Street Date:10/27/2015 Contractor Information Name of Contractor: Wyatt Fire Protection Address: 9095 SW Bumham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:a.nishihara @wyattfire.com Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Hydraulic Area 1 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) 26.3 Required Pressure at Source(psi) 30.8 Type of System Wet Volume-Entire System (gal) 8.8 gal Water Supply Information Date 12/15/2014 si Location Source Public Suppy Notes File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 r r Job:Southview#21 Node Labels: Node Reference , Pipe Labels: Off Diagram for Design Area : Hydraulic Area 1 --------- ---------- -------------------- 1.19 .„... 11 •... 1.75 .-....06 _ ••••••.--..fl4 n2 /11 ..str 1 File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright 2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#21 Hydraulic Analysis for : Hydraulic Area 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(gpm) 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) 26.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26.3 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 30.8 Base of Riser -Flow(gpm) 26.3 Demand w/o System Pump(s) N/A Pt File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#21 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 26 3 30.8 0 SUPPLY 0 n1 Node 28.9 3 NODE -1.3 n2 Node 24 i-, 5 NODE -2.2 n3 Node 20.5 10 NODE -4.3 n4 Node 19.2 10 NODE -4.3 n5 Node 15.8 10 NODE -4.3 n6 Node 9.8 20 NODE -8.7 n7 Node 9.5 20 NODE -8.7 n9 Node 8.7 20 NODE -8.7 n11 Node 7.9 20 NODE -8.7 n12 Node 7.6 20 NODE -8.7 n13 Node 8.7 20 NODE -8.7 n14 Node 10.2 10 NODE -4.3 n15 Node 8.3 10 NODE -4.3 n16 Node 7.4 10 NODE -4.3 n17 Node 7.2 10 NODE -4.3 n18 Node 7 10 NODE -4.3 h3 Overhead Sprinkler 4.9 13.3 256 7.4 7 9.5 HEAD Open 0.3 0.052 -4.1 13 h4 Overhead Sprinkler 4.9 13 256 7 7 9.5 HEAD Open 0 0.051 -4.1 13 ,1 File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job name:Southview#21 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) n1 3 0 1 3 120 28.9 srcl 0 26.3 1.049 0 0.2161 1.3 3 0.6 _ n2 5 0 1 2 0 24 Ames2000B r. n1 3 26.3 0 0 2.0085 0.9 2 4 n3 10 0 1 lx(coupling)=1 5 120 20.5 L n2 5 26.3 1.049 1 0.2161 2.2 6 1.3 n4 10 0 1 1x(us.90)=3.82 7.67 150 19.2 n3 10 26.3 1.101 3.82 0.1129 0 11.49 1.3 n5 10 0 1 3x(fm.Tee-Run)=5.73 19.42 150 15.8 n4 10 26.3 1.101 lx(BM.90)=5 10.73 0.1129 0 30.15 3.4_ n6 20 11.1 1 lx(BM.Tee-Br)=5 10 150 9.8 n5 10 26.3 1.101 5 0.1129 4.3 15 1.7 n7 20 0 1 1x(BM.Tee-Br)=5 5.83 150 9.5 n6 20 11.1 1.101 5 0.0229 0 10.83 0.2 n9 20 0 1 3x(fm.Tee-Run)=5.73 25.58 150 8.7 n7 20 11.1 1.101 lx(BM.Tee-Run)=1 11.73 0.0229 0 lx(BM.Tee-Br)=5 37.31 0.9 - n11 20 0 1 2x(fm.Tee-Run)=3.82 27.08 150 7.9 n9 20 11.1 1.101 lx(BM.Tee-Br)=5 8.82 0.0229 0 35.9 0.8 n12 20 0 1 lx(BM.Tee-Br)=5 6.75 150 7.6 n11 20 11.1 1.101 5 0.0229 0 11.75 0.3 n12 20 -11.1 1 2x(fm.Tee-Run)=3.82 18.83 150 7.6 n13 20 15.2 1.101 lx(BM.Tee-Br)=5 8.82 0.0408 0 27.65 1.1 n13 20 0 1 lx(BM.Tee-Br)=5 21.25 150 8.7 n6 20 15.2 1.101 5 0.0408 0 26.25 1.1 n14 10 0 1 lx(BM.Tee-Br)=5 10 150 10.2 n12 20 26.3 1.101 5 0.1129 -4.3 15 1.7 n15 10 0 1 2x(fm.Tee-Run)=3.82 7.92 150 8.3 if n14 10 26.3 1.101 ix(BM.90)=5 8.82 0.1129 0 16.74 1.9 '- n16 10 13.3 1 lx(BM.90)=5 3.5 150 7.4 n15 10 26.3 1.101 5 0.1129 0 8.5 1 n17 10 0 1 lx(BM.Tee-Run)=1 6.58 150 7.2 n16 10 13 1.101 1 0.0305 0 7.58 0.2 n18 10 0 1 lx(BM.90)=5 0.25 150 7 n17 10 13 1.101 5 0.0305 0 5.25 0.2 h3 9.5 4.9 13.3 1 lx(BM.Tee-Br)=5 0.5 150 7.4 n16 10 13.3 1.101 5 0.0321 -0.2 5.5 0.2 ©2006 National Fire Protection Association Page 5 Job name:Southview#21 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'/2) (gpm) (in) (ft) (ft) (psi) (psi) h4 9.5 4.9 13 1 lx(BM.90)=5 0.5 150 7 n18 10 13 1.101 5 0.0305 -0.2 5.5 0.2 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 6 HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#21 Contract No.:C15-685 City: Tigard, OR 97223 Project Location: 12080 SW Autumn View Street Date:10/27/2015 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.nishihara @wyattfire.com Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Hydraulic Area 2 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(ind.Hose Streams)(gpm) 32.5 Required Pressure at Source(psi) 39 Type of System Wet Volume-Entire System (gal) 7.5 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Southview#21 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Hydraulic Area 2 400 . • ..n1 1 ------------------ ------------------------ ---------------------------- n5 p2 .n1 .src1 File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Southview#21 Hydraulic Analysis for : Hydraulic Area 2 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 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) 32.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 32.5 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 39 Base of Riser -Flow(gpm) 32.5 Demand w/o System Pump(s) N/A File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Southview#21 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 -32.5 39 0 SUPPLY 0 n1 Node 36.7 3 NODE -1.3 n2 Node 31.6 r 5 NODE -2.2 n3 Node 27.6 10 NODE -4.3 n4 Node 25.7 10 NODE -4.3 n5 Node 20.6 10 NODE -4.3 n6 Node 13.8 20 NODE -8.7 n7 Node 13.1 20 NODE -8.7 n8 Node 11.1 20 NODE -8.7 n9 Node 11 20 NODE -8.7 n10 Node 11 20 NODE -8.7 n11 Node 12.1 20 NODE -8.7 n13 Node 13.1 20 NODE -8.7 hl Overhead Sprinkler 4.9 16.3 324 11 10.9 19.5 HEAD Open 0.1 0.05 -8.4 16.2 h2 Overhead Sprinkler 4.9 16.2 324 10.9 10.9 19.5 HEAD Open 0 0.05 -8.4 16.2 File:W:\Max\Southview 21\Southview 21.tyc3 Date 10/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job name:Southview#21 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/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) h2 19.5 4.9 16.2 1 lx(BM.90)=5 0.5 150 10.9 n10 20 16.2 1.101 5 0.0459 -0.2 5.5 0.3 n10 20 0 1 lx(BM.Tee-Run)=1 0.5 150 11 n9 20 16.2 1.101 1 0.0459 0 o 1.5 0.1 n9 20 -4 1 2x(fm.Tee-Run)=3.82 27.08 150 11 n11 20 12.2 1.101 2x(BM.Tee-Br)=10 13.82 0.0271 0 40.9 1.1 n11 20 0 1 2x(fm.Tee-Run)=3.82 25.58 150 12.1 n13 20 12.2 1.101 lx(BM.Tee-Run)=1 9.82 0.0271 0 1x(BM.Tee-Br)=5 35.4 1 n13 20 0 1 lx(BM.Tee-Br)=5 21.25 150 13.1 n6 20 12.2 1.101 5 0.0271 0 26.25 0.7 n6 20 20.3 1 lx(BM.Tee-Br)=5 10 150 13.8 n5 10 32.5 1.101 5 0.1663 4.3 15 2.5 n5 10 0 1 3x(fm.Tee-Run)=5.73 19.42 150 20.6 n4 10 32.5 1.101 lx(BM.90)=5 10.73 0.1663 0 30.15 5 n4 10 0 1 1x(us.90)=3.82 7.67 150 25.7 n3 10 32.5 1.101 3.82 0.1663 0 11.49 1.9 n3 10 0 1 1x(coupling)=1 5 120 27.6 n2 5 32.5 1.049 1 0.3181 2.2 6 1.9 n2 5 0 1 2 0 31.6 Ames2000B n1 3 32.5 0 0 2.1029 0.9 2 4.2 n1 3 0 1 3 120 36.7 srcl 0 32.5 1.049 0 0.3181 1.3 3 1 hi 19.5 4.9 16.3 1 lx(BM.Tee-Br)=5 0.5 150 11 n8 20 16.3 1.101 5 0.0462 -0.2 5.5 0.3 n8 20 4 1 3x(fm.Tee-Run)=5.73 18.08 150 11.1 n7 20 20.3 1.101 lx(BM.Tee-Br)=5 10.73 0.0695 0 28.81 2 r n7 20 0 1 lx(BM.Tee-Br)=5 5.83 150 13.1 n6 20 20.3 1.101 5 0.0695 0 10.83 0.8 n9 20 0 1 1x(BM.Tee-Run)=1 7.5 150 11 n8 20 4 1.101 1 0.0034 0 8.5 0.0 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 11