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Report (14) V5)-01 -000f3 2,0?s 54TGtV /G( �J� VVV ( vra6.1T 5 "k FIRE PROTECTION, Ihk 4 9095 S.W. Burnhambior , "114) Tigard, OR 97223 "'- 104 SOUTH VIEW LOT 29 12085 SW TU RNAGAI N DR TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 29 Contract No.:C16-920 City: Tigard, OR 97224 Project Location: 12085 SW Turnagain Dr Date:2/19/2016 Contractor Information Name of Contractor. Wyatt Fire Protection 4 Address: 9095 SW Bumham St 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 Den&Pantry 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(ind.Hose Streams)(gpm) 34.1 Required Pressure at Source(psi) 47.7 Type of System Wet Volume-Entire System (gal) 4.3 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\SOUTHVIEW\Southview 29\SV29 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 29 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Den & Pantry n9 8 IAD )9 12 rr7 n3 ism? File:W:\SOUTHVIEW\Southview29\SV29 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 29 Hydraulic Analysis for : Den & Pantry 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(ppm) 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) 34.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 34.1 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 47.7 Base of Riser-Flow(gpm) 34.1 Demand w/o System Pump(s) N/A File:W:\SOUTHVIEW\Southview29\SV29 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 29 Hydraulic Analysis for : Den & Pantry f Supply Ai& SystemDemand 1 , 70 I i ' S1 . a 60 I S2 53.353 i D2 5 to • 40 L to ; O 30 i I 20 1 1 D1 f t 0 I 0 400 500 600 700 800 900 1000 1100 1200 130C s Flow. gpm File:W:\SOUTHVIEW\Southview 29\SV29 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 29 Hydraulic Analysis for : Den & Pantry 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 6.9 D2 System Demand 34.1 47.7 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure(psi) @ Flow (gpm) Supply 60 39.4 12.3 34.1 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 0.053 17.1 12.2 Sprinkler h2 Overhead 324 4.9 0.052 17 12 0.052 17 12 Sprinkler File:W:\SOUTHVIEW\Southview 29\SV29 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 29 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 34.1 47.7 3 SUPPLY 0 n1 Node 47 4 NODE -0.4 n2 Node 41.7 5 NODE -0.9 n3 Node 38.1 9.5 NODE -2.8 n4 Node 36.3 9.5 NODE -2.8 n5 Node 29.2 19.5 NODE -7.1 n6 Node 27.2 19.5 NODE -7.1 n7 Node 24 19.5 NODE -7.1 n8 Node 17.6 28.5 NODE -11 n9 Node 13.6 28.5 NODE -11 n10 Node 11 28.5 NODE -11 n11 Node 12.4 19.5 NODE -7.1 n12 Node 12.3 19.5 NODE -7.1 n13 Node 12.1 19.5 NODE -7.1 hl Overhead Sprinkler 4.9 17.1 324 12.2 12 19 HEAD Open 0.1 0.053 -6.9 17 h2 Overhead Sprinkler 4.9 17 324 12 12 19 HEAD Open 0 0.052 -6.9 17 File:W:\SO UTHVI EW\Southview 29\SV29 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 I. Job name:Southview Lot 29 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'/z) (gpm) (in) (ft) (ft) (psi) (psi) h2 19 4.9 17 1 lx(BM.90)=5 0.5 150 12 n13 19.5 17 1.101 5 0.0502 -0.2 5.5 0.3 n13 19.5 0 1 5.5 150 12.1 n11 19.5 17 1.101 0 0.0502 0 5.5 0.3 n11 19.5 17.1 1 1x(BM.90)=5 9 150 12.4 n10 28.5 34.1 1.101 5 0.1825 -3.9 14 2.6 n10 28.5 0 1 lx(BM.Tee-Br)=5 9 150 11 n9 28.5 34.1 1.101 5 0.1825 0 14 2.6 n9 28.5 0 1 lx(fm.Tee-Run)=1.91 15 150 13.6 n8 28.5 34.1 1.101 1x(BM.Tee-Br)=5 6.91 0.1825 0 21.91 4 n8 28.5 0 1 1x(BM.Tee-Br)=5 9 150 17.6 n7 19.5 34.1 1.101 5 0.1825 3.9 14 2.6 n7 19.5 0 1 lx(fm.Tee-Run)=1.91 10.33 150 24 n6 19.5 34.1 1.101 lx(BM.90)=5 6.91 0.1825 0 17.24 3.1 n6 19.5 0 1 lx(BM.90)=5 6.21 150 27.2 n5 19.5 34.1 1.101 5 0.1825 0 11.21 2 n5 19.5 0 1 lx(BM.90)=5 10 150 29.2 n4 9.5 34.1 1.101 5 0.1825 4.3 15 2.7 n4 9.5 0 1 lx(us.90)=3.82 6.17 150 36.3 n3 9.5 34.1 1.101 3.82 0.1825 0 9.99 1.8 n3 9.5 0 1 lx(coupling)=1.19 4.5 120 38.1 n2 5 34.1 1.087 1.19 0.2937 1.9 5.69 1.7 n2 5 0 1 1 0 41.7 Ames2000B nl 4 34.1 0 0 4.7843 0.4 1 4.8 n1 4 0 1 1 120 47 srcl 3 34.1 1.087 0 0.2937 0.4 1 0.3 hl 19 4.9 17.1 1 lx(BM.90)=5 0.5 150 12.2 n12 19.5 17.1 1.101 5 0.051 -0.2 5.5 0.3 n12 19.5 0 1 1.17 150 12.3 n11 19.5 17.1 1.101 0 0.051 0 1.17 0.1 * 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 9 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: