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Report fpic- 0olo3 S7?v SGv ��vz-�-s vires RFCEIVEI\AI etc. UN 29 ?_015 yrAT :ITY0'' 0.1-0t "".,V FIRE PROTECTION, INginiNfouNoN 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW HEIGHTS LOT 3 15180 SW HARVEY'S VIEW AVENUE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#3 Contract No. :C15-461 City: Tigard, OR 97223 Project Location: 15180 SW Harveys View Ave Date:6/25/2015 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 Hydraulic Remote Area 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) 25.9 Required Pressure at Source(psi) 24.3 Type of System Wet Volume-Entire System (gal) 3.5 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 3\Southview 3.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#3 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Hydraulic Remote Area 5 3 2 6 1 h1 7 h2 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 3\Southview 3.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#3 Hydraulic Analysis for : Hydraulic Remote Area - 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 : 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) 25.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 25.9 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 24.3 Base of Riser -Flow(gpm) 25.9 Demand w/o System Pump(s) N/A • File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 3\Southview 3.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#3 Hydraulic Analysis for : Hydraulic Remote Area f Supply t System Demand 70 41.1 60 50 -- — WEI 46.706 40 Q N • In F2 12.12 20 ------ -- 10 — D1 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow,gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 3\Southview 3.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#3 Hydraulic Analysis for : Hydraulic Remote Area 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 3.9 D2 System Demand 25.9 24.3 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 44.8 35.7 25.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 256 4.9 0.051 13.4 7 0.051 13 7 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 3\Southview 3.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :Southview#3 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psis/z gpm psi S 0 SUPPLY 24.3 -25.9 1 3 NODE 22.4 2 5 NODE 17.5 3 6.5 NODE 16.3 4 9 NODE 14.7 5 9 NODE 13.2 6 9 NODE 9.9 7 9 NODE 7.3 hl 9 HEAD 7 13 4.9 13.4 7 h2 9 HEAD 7 13 4.9 13.4 7 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 3\Southview 3.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 . Job name:Southview#3 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 13 1 lx(BM.Tee-Run)=1 7.83 150 7 7 9 13 1.101 1 0.0304 0 8.83 0.3 7 9 13 1 lx(BM.Tee-Br)=5 18.58 150 7.3 ' 6 9 25.9 1.101 5 0.1097 0 23.58 2.6 6 9 0 1 lx(BM.90)=5 25.17 150 9.9 5 9 25.9 1.101 5 0.1097 0 30.17 3.3 5 9 0 1 lx(BM.90)=5 9.42 150 13.2 4 9 25.9 1.101 5 0.1097 0 14.42 1.6 4 9 0 1 lx(coupling)=1.91 2.5 150 14.7 3 6.5 25.9 1.101 1.91 0.1097 1.1 4.41 0.5 3 6.5 0 1 lx(coupling)=1 1.5 120 16.3 2 5 25.9 1.049 1 0.2098 0.6 2.5 0.5 . 2 5 0 1 2 0 17.5 Ames2000B 1 3 25.9 0 0 2.009 0.9 2 4 1 3 0 1 3 120 22.4 S 0 25.9 1.049 0 0.2098 1.3 3 0.6 h1 9 4.9 13 1 lx(BM.Tee-Br)=5 3.5 150 7 7 9 13 1.101 5 0.0304 0 8.5 0.3 * Discharge shown for flowing nodes only 1 ©2006 National Fire Protection Association Page 7