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Specifications (35) Fv5C\V- AL2 FEBKitdkiLii ,1,2".4 ' 25 2016 " � � s. ,`........... \I ( Y' AU gar 1-, ... h.,, ,.i.:.,;, „11,:,. FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT #22 12068 SW AUTUMN VIEW ST TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 22 Contract No.:C16-919 City: Tigard, OR 97224 Project Location: 12087 Autumnview St Date:2/24/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham 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 Den&Foyer 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) 32.4 Required Pressure at Source(psi) 39.1 Type of System Wet Volume-Entire System (gal) 3.9 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\SOUTHVIEW\Southview 22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 22 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Den & Foyer 17 P47 -,,n9 no iO ,n2 f11 Sirl -1R13 177- File:W:\SOUTHV1EWSouthview 22\SV22 Calc.tyc3 Date 2/24/2016 Copyright 2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 22 Hydraulic Analysis for : Den & Foyer 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 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) 32.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 32.4 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 39.1 Base of Riser-Flow(gpm) 32.4 Demand w/o System Pump(s) N/A File:W:\SO UTHVI EW\Southview 22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 22 Hydraulic Analysis for : Den & Foyer =aWb -Ordm Ward 70 E I Go 50 • I s • I t { a 10 I 0M1@.5050]200 800 s30 1160 100 qQ Flow.gpm File:W:\SOUTHVIEW\Southview22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 22 Hydraulic Analysis for : Den & Foyer 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 32.4 39.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 41.4 20.9 32.4 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 16.2 10.9 0.05 16.2 11 Sprinkler h2 Overhead 324 4.9 0.05 16.2 10.9 0.05 16.2 10.9 Sprinkler File:W:\SOUTHVIEW\Southview22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 22 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 32 4 39.1 3 SUPPLY 0 n1 Node 38.4 4 NODE -0.4 n2 Node 33.6 5 NODE -0.9 n3 Node 30.1 9.5 NODE -2.8 n4 Node 29.3 9.5 NODE -2.8 n5 Node 28 9.5 NODE -2.8 n6 Node 21.8 18.5 NODE -6.7 n7 Node 20.7 18.5 NODE -6.7 n8 Node 15.6 18.5 NODE -6.7 n9 Node 11.1 18.5 NODE -6.7 n10 Node 9.8 18.5 NODE -6.7 n11 Node 11.3 9.5 NODE -2.8 n12 Node 11 9.5 NODE -2.8 n13 Node 11 9.5 NODE -2.8 hl Overhead Sprinkler 4.9 16.2 324 11 10.9 9 HEAD Open 0.0 0.05 -2.6 16.2 h2 Overhead Sprinkler 4.9 16.2 324 10.9 10.9 9 HEAD Open 0 0.05 -2.6 16.2 File:W:\SOUTHVIEW\Southview22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:Southview Lot 22 Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Path # Type Schedule HWC Fittings Length Flow Fr.Resist. Vel.Pres. Start Start Disch. Pipe Ref. Hgroup Size Rough. Eq.Len. Total Len. Velocity Loss Frict. Loss Elev. End End Disch. ft gpm psi/ft psi gpm in ft ft ft/s psi psi gpm 1 Pipe CPVC 150 1(BM.90); 0.5 16.2 0.0459 0.2 n13 p12 PIPE 1 0.000084 5 5.5 5.46 0.3 -0.2 h2 16.2 1 Pipe CPVC 150 1(BM.Tee-Br); 3.25 16.2 0.0459 0.2 n11 p10 PIPE 1 0.000084 5 8.25 5.46 0.4 0 n13 1 Pipe CPVC 150 1(BM.Tee-Br); 9 32.4 0.1659 0.8 n10 p8 PIPE 1 0.000084 5 14 10.93 2.3 -3.9 n11 1 Pipe CPVC 150 1(BM.90); 3.33 32.4 0.1659 0.8 n9 p7 PIPE 1 0.000084 5 8.33 10.93 1.4 0 n10 1 Pipe CPVC 150 3(fm.Tee-Run);1(BM.Tee-Br); 15.92 32.4 0.1659 0.8 n8 p6 PIPE 1 0.000084 10.73 26.65 10.93 4.4 0 n9 1 Pipe CPVC 150 1(fm.Tee-Run);1(BM.Tee-Br); 23.83 32.4 0.1659 0.8 n7 p5 PIPE 1 0.000084 6.91 30.74 10.93 5.1 0 n8 1 Pipe CPVC 150 1(BM.90); 1.92 32.4 0.1659 0.8 n6 p4 PIPE 1 0.000084 5 6.92 10.93 1.1 0 n7 1 Pipe CPVC 150 1(BM.90); 9 32.4 0.1659 0.8 n5 p3 PIPE 1 0.000084 5 14 10.93 2.3 3.9 n6 1 Pipe CPVC 150 1(BM.Tee-Br); 2.58 32.4 0.1659 0.8 n4 p2 PIPE 1 0.000084 5 7.58 10.93 1.3 0 n5 1 Pipe CPVC 150 1(us.90); 0.92 32.4 0.1659 0.8 n3 pl PIPE 1 0.000084 3.82 4.74 10.93 0.8 0 n4 1 Feed 30 120 1(coupling); 4.5 32.4 0.267 0.8 n2 FM3 PIPE 1 0.004 1.19 5.69 11.21 1.5 1.9 n3 1 BFP Ames2000B 0 32.4 4.4417 0 n1 BF1 BFP 1 0 1 0 4.4 0.4 n2 1 Feed 30 120 32.4 0.267 0.8 srcl FM1 PIPE 1 0.004 1 11.21 0.3 0.4 n1 -32.4 2 Pipe CPVC 150 1(BM.90); 0.5 16.2 0.0461 0.2 n12 pll PIPE 1 0.000084 5 5.5 5.47 0.3 -0.2 hl 16.2 2 Pipe CPVC 150 1(BM.Tee-Br); 2.17 16.2 0.0461 0.2 n11 p9 PIPE 1 0.000084 5 7.17 5.47 0.3 0 n12 File:W:\SOUTHVIEW\Southview22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Southview Lot 22 Hydraulic Calculations/Fluid Delivery Time Analysis Pipe Data Start Tot.Pres. End Tot.Pres. psi psi 11 10.9 11.3 11 9.8 11.3 11.1 9.8 15.6 11.1 20.7 15.6 21.8 20.7 28 21.8 29.3 28 30.1 29.3 33.6 30.1 38.4 33.6 39.1 38.4 11 11 11.3 11 File:W:\SOUTHVI EW\Southview 22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Southview Lot 22 Hydraulic Calculations 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) Path No: 1 h2 9 4.9 16.2 1 lx(BM.90)=5 0.5 150 10.9 n13 9.5 16.2 1.101 5 0.0459 -0.2 5.5 0.3 n13 9.5 0 1 lx(BM.Tee-Br)=5 3.25 150 11 n11 9.5 16.2 1.101 5 0.0459 0 8.25 0.4 n11 9.5 16.2 1 1x(BM.Tee-Br)=5 9 150 11.3 n10 18.5 32.4 1.101 5 0.1659 -3.9 14 2.3 n10 18.5 0 1 1x(BM.90)=5 3.33 150 9.8 n9 18.5 32.4 1.101 5 0.1659 0 8.33 1.4 n9 18.5 0 1 3x(fm.Tee-Run)=5.73 15.92 150 11.1 n8 18.5 32.4 1.101 lx(BM.Tee-Br)=5 10.73 0.1659 0 26.65 4.4 n8 18.5 0 1 lx(fm.Tee-Run)=1.91 23.83 150 15.6 n7 18.5 32.4 1.101 lx(BM.Tee-Br)=5 6.91 0.1659 0 30.74 5.1 n7 18.5 0 1 1x(BM.90)=5 1.92 150 20.7 n6 18.5 32.4 1.101 5 0.1659 0 6.92 1.1 n6 18.5 0 1 1x(BM.90)=5 9 150 21.8 n5 9.5 32.4 1.101 5 0.1659 3.9 14 2.3 n5 9.5 0 1 lx(BM.Tee-Br)=5 2.58 150 28 n4 9.5 32.4 1.101 5 0.1659 0 7.58 1.3 n4 9.5 0 1 lx(us.90)=3.82 0.92 150 29.3 n3 9.5 32.4 1.101 3.82 0.1659 0 4.74 0.8 n3 9.5 0 1 lx(coupling)=1.19 4.5 120 30.1 n2 5 32.4 1.087 1.19 0.267 1.9 5.69 1.5 n2 5 0 1 1 0 33.6 Ames2000B n1 4 32.4 0 0 4.4417 0.4 1 4.4 n1 4 0 1 1 120 38.4 srcl 3 32.4 1.087 0 0.267 0.4 1 0.3 srcl 39.1 Path No: 2 hi 9 4.9 16.2 1 lx(BM.90)=5 0.5 150 11 n12 9.5 16.2 1.101 5 0.0461 -0.2 5.5 0.3 n12 9.5 0 1 lx(BM.Tee-Br)=5 2.17 150 11 nll 9.5 16.2 1.101 5 0.0461 0 7.17 0.3 nil 11.3 File:W:\SOUTHVIEW\Southview 22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Southview Lot 22 Hydraulic Calculations 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) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.21 ft/s occurs in the following pipe(s): (n2-n3), (srcl-n1) File:W:\SOUTHVIEW\Southview 22\SV22 Calc.tyc3 Date 2/24/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 10 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: