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Report (2) EpS 2-0/5-- ( SSG 6 560 /,7A✓irys V( ZL Raw. ivE p .•'•?k•'• APR ,15 W Y A nrir IlL FIRE PROTECTION, P 6DIv1, p, 9095 S.W. Burnham 4 Tigard, OR 97223 SOUTHVIEW LOT 5 15166 SW HARVEY'S VIEW AVENUE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#5 Contract No. : City: Tigard, OR 97223 Project Location: 15166 SW Harveys View Ave Date:4/27/2015 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.payne@wyattfire.com Name of Designer: Ashley Payne Authority Having Jurisdiction: City of Tigard Design Remote Area Name Bonus Room Remote Area Location Occupancy Classification Residential_NewCommodityl 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) 26.1 Required Pressure at Source(psi) 28.9 Type of System Wet Volume-Entire System (gal) 6.3 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 5\Southview 5.tyc3 Date 4/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 • ' Job:Southview#5 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Bonus Room 5 4/.,... 3 2 1 S \ h2 hiX 15 1 11 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 5\Southview 5.tyc3 Date 4/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#5 Hydraulic Analysis for : Bonus Room 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 4 Supply 1 : S 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) 26.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26.1 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 28.9 Base of Riser -Flow(gpm) 26.1 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 5\Southview 5.tyc3 Date 4/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 • Job:Southview#5 Hydraulic Analysis for : Bonus Room f Supply -- System Demand 70 S1 60 50 — — — 46.706 a ai a h jja.12 20 - — — 10 — — — rn 0 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow,gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 5\Southview 5.tyc3 Date 4/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#5 Hydraulic Analysis for : Bonus Room Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 60 S2 Supply point#2-Residual 1230 48 D1 Elevation Pressure 0 -0.4 D2 System Demand 26.1 28.9 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 38.5 31 26.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 256 4.9 0.051 13.4 7 0.051 13.1 7.2 Sprinkler h2 Overhead 256 4.9 0.051 13.4 7 0.051 13 7 Sprinkler File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 5\Southview 5.tyc3 Date 4/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :Southview#5 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psi1/2 gpm psi S 0 SUPPLY 28.9 -26.1 1 3 NODE 27 2 5 NODE 22.1 3 6.5 NODE 20.9 4 9 NODE 19.4 5 9 NODE 18.6 6 9 NODE 17.7 7 9 NODE 15.8 8 9 NODE 9.7 9 9 NODE 8.4 10 9 NODE 7.8 11 -1 NODE 10.5 12 -1 NODE 8.9 13 -1 NODE 7.7 14 -1 NODE 7.4 hl -1 HEAD 7.2 13.1 4.9 13.4 7 • 15 -1 NODE 7.3 h2 -1 HEAD 7 13 4.9 13.4 7 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 5\Southview 5.tyc3 Date 4/27/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name: Southview#5 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 -1 4.9 13 1 lx(BM.90)=5 6.5 150 7 15 -1 13 1.101 5 0.0304 0 11.5 0.3 15 -1 0 1 1x(BM.Tee-Run)=1 11.5 150 7.3 13 -1 13 1.101 1 0.0304 0 12.5 0.4 • 13 -1 13.1 1 lx(BM.90)=5 6 150 7.7 12 -1 26.1 1.101 5 0.1107 0 11 1.2 12 -1 0 1 1x(BM.Tee-Run)=1 7.67 150 8.9 11 -1 26.1 1.101 lx(BM.Tee-Br)=5 6 0.1107 0 13.67 1.5 11 -1 0 1 lx(BM.90)=5 10 150 10.5 10 9 26.1 1.101 5 0.1107 -4.3 15 1.7 10 9 0 1 lx(BM.Tee-Br)=5 0.58 150 7.8 9 9 26.1 1.101 5 0.1107 0 5.58 0.6 • 9 9 0 1 lx(BM.Tee-Br)=5 7 150 8.4 8 9 26.1 1.101 5 0.1107 0 12 1.3 • 8 9 0 1 4x(BM.Tee-Run)=4 45.42 150 9.7 7 9 26.1 1.101 lx(BM.Tee-Br)=5 9 0.1107 0 54.42 6 7 9 0 1 lx(BM.90)=5 12.33 150 15.8 6 9 26.1 1.101 5 0.1107 0 17.33 1.9 6 9 0 1 lx(BM.90)=5 3.67 150 17.7 5 9 26.1 1.101 5 0.1107 0 8.67 1 5 9 0 1 1x(BM.90)=5 1.67 150 18.6 4 9 26.1 1.101 5 0.1107 0 6.67 0.7 4 9 0 1 1x(coupling)=1.91 2.5 150 19.4 3 6.5 26.1 1.101 1.91 0.1107 1.1 4.41 0.5 3 6.5 0 1 lx(coupling)=1 1.5 120 20.9 2 5 26.1 1.049 1 0.2119 0.6 2.5 0.5 e 2 5 0 1 2 0 22.1 Ames2000B 1 3 26.1 0 0 2.0091 0.9 . 2 4 1 3 0 1 3 120 27 S 0 26.1 1.049 0 0.2119 1.3 3 0.6 hl -1 4.9 13.1 1 lx(BM.Tee-Br)=5 2.5 150 7.2 14 -1 13.1 1.101 5 0.031 0 7.5 0.2 14 -1 0 1 1x(BM.Tee-Br)=5 6 150 7.4 13 -1 13.1 1.101 5 0.031 0 11 0.3 ©2006 National Fire Protection Association Page 7 Job name: Southview#5 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/psis/:) (gpm) (in) (ft) (ft) (psi) (psi) * Discharge shown for flowing nodes only ISI ©2006 National Fire Protection Association Page 8