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Specifications (26) F3s4-0 FIs -- ow-t-4 5c3 Sic -tus,,�eS Ivor WYATT z. FIRE PROTECTION, INC.RE 9095 S.W. Burnham Tigard, OR 97223 C! APR 4 2016 .001.04 Pump !VISION SOUTHVIEW LOT 12 15038 SW HARVEY'S VIEW AVE TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 12 Contract No.:C16-983 City: Tigard, OR 97224 Project Location: 15038 SW Harveys View Ave Date:4/4/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Burnham St City: Tigard, OR 97223 Phone Number 503-684-2928 E-mail:a.nishihara@wyattfirecom Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Foyer&Kitchen 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(incl.Hose Streams)(gpm) 34.6 Required Pressure at Source(psi) 42.8 Type of System Wet Volume-Entire System (gal) 3.7 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\SOUTHVIEW\Southview 12\SV12 Calc.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 12 Node Labels: Off Pipe Labels: Off Diagram for Design Area : Foyer & Kitchen • • File:W:\SOUTHVIEW\Southview 12\SV12 Calc.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 12 Hydraulic Analysis for : Foyer & Kitchen 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) 34.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 34.6 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 42.8 Base of Riser-Flow(gpm) 34.6 Demand w/o System Pump(s) N/A File:W:\SOUTHVIEW\Southview 12\SV12 Calc.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 12 Hydraulic Analysis for : Foyer & Kitchen i- Supply System Demand 11 70 i-------- S1 5250.353 50 D2 Cl)' CI 40 I a, L a, 30 O. 20 I t i 1 _ 10 _ D1 0 - ... ..w.m..mmmm.m......m....--.....m................i...,... • 0 400 500 600 700 800 900 1000 1100 1200 130C Flow. gpm File:W:\SOUTHVIEW\Southview 12\SV12 Calc.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 12 Hydraulic Analysis for : Foyer & Kitchen 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 34.6 42.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 41.9 17.2 34.6 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) hl Overhead 324 4.9 0.052 17 12 0.054 17.6 12.8 Sprinkler h2 Overhead 324 4.9 0.052 17 12 0.052 17 12 Sprinkler File:W:\SOUTHVIEW\Southview 12\SV12 Calc.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 12 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 ft2 psi psi ft 9Pm/Psi1/2 gpm gpm/ft2 psi gpm srcl Supply 42.8 34.6 3 SUPPLY 0 n1 Node 42 4 NODE -0.4 n2 Node 36.8 5 NODE -0.9 n3 Node 33.1 9.5 NODE -2.8 n4 Node 31.5 9.5 NODE -2.8 n5 Node 30.3 9.5 NODE -2.8 n6 Node 29 9.5 NODE -2.8 n7 Node 22.2 19 NODE -6.9 n8 Node 19.9 19 NODE -6.9 n9 Node 17.6 19 NODE -6.9 n10 Node 14.2 19 NODE -6.9 n11 Node 15.6 9.5 NODE -2.8 n12 Node 14.2 9.5 NODE -2.8 n13 Node 12.9 9.5 NODE -2.8 n14 Node 12.5 9.5 NODE -2.8 n15 Node 12.1 9.5 NODE -2.8 hl Overhead Sprinkler 4.9 17.6 324 12.8 12 9 HEAD Open 0.6 0.054 -2.6 17 h2 Overhead Sprinkler 4.9 17 324 12 12 9 HEAD Open 0 0.052 -2.6 17 File:W:\SOUTHVIEW\Southview 12\SV12 Calc.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview Lot 12 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) h2 9 4.9 17 1 lx(BM.90)=5 0.5 150 12 n15 9.5 17 1.101 5 0.0502 -0.2 5.5 0.3 n15 9.5 0 1 lx(BM.90)=5 3 150 12.1 ' n14 9.5 17 1.101 5 0.0502 0 8 0.4 n14 9.5 0 1 1x(BM.Tee-Run)=1 7.5 150 12.5 n13 9.5 17 1.101 1 0.0502 0 8.5 0.4 n13 9.5 17.6 1 lx(BM.Tee-Br)=5 1.67 150 12.9 n12 9.5 34.6 1.101 5 0.1866 0 6.67 1.2 n12 9.5 0 1 lx(BM.90)=5 2.67 150 14.2 n11 9.5 34.6 1.101 5 0.1866 0 7.67 1.4 n11 9.5 0 1 1x(BM.Tee-Br)=5 9.5 150 15.6 n10 19 34.6 1.101 5 0.1866 -4.1 14.5 2.7 n10 19 0 1 1x(fm.Tee-Run)=1.91 11.17 150 14.2 n9 19 34.6 1.101 lx(BM.Tee-Br)=5 6.91 0.1866 0 18.08 3.4 n9 19 0 1 1x(BM.Tee-Br)=5 7.75 150 17.6 n8 19 34.6 1.101 5 0.1866 0 12.75 2.4 n8 19 0 1 lx(BM.90)=5 6.83 150 19.9 n7 19 34.6 1.101 5 0.1866 0 11.83 2.2 n7 19 0 1 lx(BM.90)=5 9.5 150 22.2 n6 9.5 34.6 1.101 5 0.1866 4.1 14.5 2.7 n6 9.5 0 1 1x(BM.Tee-Br)=5 2.17 150 29 n5 9.5 34.6 1.101 5 0.1866 0 7.17 1.3 n5 9.5 0 1 1x(BM.90)=5 1.58 150 30.3 n4 9.5 34.6 1.101 5 0.1866 0 6.58 1.2 n4 9.5 0 1 lx(us.90)=3.82 4.5 150 31.5 n3 9.5 34.6 1.101 3.82 0.1866 0 8.32 1.6 n3 9.5 0 1 lx(coupling)=1.19 4.5 120 33.1 . n2 5 34.6 1.087 1.19 0.3003 1.9 5.69 1.7 n2 5 0 1 1 0 36.8 Ames2000B n1 4 34.6 0 0 4.8473 0.4 1 4.8 n1 4 0 1 1 120 42 srcl 3 34.6 1.087 0 0.3003 0.4 1 0.3 h1 9 4.9 17.6 1 lx(BM.Tee-Br)=5 0.5 150 12.8 n13 9.5 17.6 1.101 5 0.0533 -0.2 5.5 0.3 ©2006 National Fire Protection Association Page 7 Job name:Southview Lot 12 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) * Discharge shown for flowing nodes only 02006 National Fire Protection Association Page 8 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: