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Specifications (24) RECEIVED FEB 2 2 2016 ' F TIGARD 44014% YAT" SIG DIVISION � .FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT #10 15062 SW HARVEY'S VIEW AVE TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 14 Contract No.:C16-918 City: Tigard, OR 97223 Project Location: 15062 SW Harveys View Ave Date:2/19/2016 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 Entry&Office 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) 38.8 Type of System Wet Volume-Entire System (gal) 4.2 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 14 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Entry & Office P5 Gi File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 14 Hydraulic Analysis for : Entry & Office 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) 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) 38.8 Base of Riser-Flow(gpm) 32.5 Demand w/o System Pump(s) N/A File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 14 Hydraulic Analysis for : Entry & Office f S pply SyAen tY rrund 70S- 50 0s' i 00 — 1. , : - -�b —, o •••10.................... 63 353 5) _ D2 I vc.> I¢ CS , d 3a -- i iy i 1 i , 10 - I I 0 400 5E0 0:10 700 8800 €J0 1000 1100 1200 1300 Flow,fpm File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 14 Hydraulic Analysis for : Entry & Office 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 32.5 38.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 41.6 21.1 32.5 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 0.05 17 10.9 0.05 16.3 11 Sprinkler h2 Overhead 324 4.9 0.05 17 10.9 0.05 16.2 10.9 Sprinkler • File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 14 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/psiYz gpm ft2 psi psi ft gpm gpm/ft2 psi gpm srcl Supply -32.5 3 SUPPLY n1 Node 4 NODE n2 Node 5 NODE n3 Node 9.5 NODE n4 Node 9.5 NODE n5 Node 18.5 NODE n6 Node 18.5 NODE n7 Node 18.5 NODE n8 Node 9.5 NODE n9 Node 9.5 NODE n10 Node 9.5 NODE n11 Node 9.5 NODE hl Overhead Sprinkler 4.9 324 9 HEAD Open h2 Overhead Sprinkler 4.9 324 9 HEAD Open File:W:\Max\Southview 7\SV7 Calc.tyc3 Date 2/19/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview Lot 14 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) h2 9 4.9 16.2 1 ix(BM.90)=5 0.5 150 10.9 n11 9.5 16.2 1.101 5 0.0459 -0.2 5.5 0.3 , hl 9 4.9 16.3 1 lx(BM.90)=5 0.5 150 11 n10 9.5 16.3 1.101 5 0.0462 -0.2 5.5 0.3 n11 9.5 0 1 lx(BM.Tee-Run)=1 7.17 150 11 n9 9.5 16.2 1.101 1 0.0459 0 8.17 0.4 n10 9.5 0 1 lx(BM.Tee-Br)=5 1.5 150 11 n9 9.5 16.3 1.101 5 0.0462 0 6.5 0.3 n9 9.5 16.3 1 lx(BM.Tee-Br)=5 0.75 150 11.3 n8 9.5 32.5 1.101 5 0.1661 0 5.75 1 n8 9.5 0 1 1x(BM.90)=5 9 150 12.3 n7 18.5 32.5 1.101 5 0.1661 -3.9 14 2.3 n7 18.5 0 1 3x(fm.Tee-Run)=5.73 22.67 150 10.7 n6 18.5 32.5 1.101 1x(BM.Tee-Br)=5 10.73 0.1661 0 33.4 5.5 n6 18.5 0 1 3x(fm.Tee-Run)=5.73 21.83 150 16.3 n5 18.5 32.5 1.101 lx(BM.Tee-Br)=5 10.73 0.1661 0 32.56 5.4 n5 18.5 0 1 lx(BM.90)=5 9 150 21.7 n4 9.5 32.5 1.101 5 0.1661 3.9 14 2.3 n4 9.5 0 1 lx(fm.Tee-Run)=1.91 5.67 150 27.9 n3 9.5 32.5 1.101 lx(us.90)=3.82 5.73 0.1661 0 11.4 1.9 n3 9.5 0 1 lx(coupling)=1.19 4.5 120 29.8 n2 5 32.5 1.087 1.19 0.2673 1.9 5.69 1.5 n2 5 0 1 1 0 33.3 Ames2000B n1 4 32.5 0 0 4.4458 0.4 1 4.4 n1 4 0 1 1 120 38.1 srcl 3 32.5 1.087 0 0.2673 0.4 1 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 WITN ESS WITNESSED BY: TITLE: ORGANIZATION: SIGNATURE: