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Specifications fY'S ao«-Gi I�vsw 72A/PIA- 4111 titCEIVED APR Of 2015 CITYTIGARD , • . • .' k • W YAT1LI DIVISION FIRE PROTECTION, INC. 9095 S.W. Burnham ` Tigard, OR 97223 SOUTHVIEW HEIGHTS LOT 25 12025 SW TURNAGAIN DRIVE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#25 Contract No. : City: Tigard, OR 97223 Project Location: 12025 SW Turnagain Dr Date:4/7/2015 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) 0.052 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) 27.1 Required Pressure at Source(psi) 33.4 Type of System Wet Volume-Entire System (gal) 5.8 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 25\Southview 25.tyc3 Date 4/7/2015 Copyright @ 2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#25 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Hydraulic Remote Area 10 11 15 9 7 17 h2 6 4 3 2 1 S File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 25\Southview 25.tyc3 Date 4/7/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#25 - 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) 27.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 27.1 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 33.4 Base of Riser -Flow(gpm) 27.1 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 25\Southview 25.tyc3 Date 4/7/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#25 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 33.4 -27.1 1 3 NODE 31.4 2 5 NODE 26.6 3 6.5 NODE 25.3 4 9 NODE 23.7 9 NODE ODE 23 6 9 NODE 22.1 7 19 NODE 16 8 19 NODE 14.6 9 19 NODE 13.3 10 29 NODE 7.2 11 29 NODE 4.9 15 29 NODE 4.6 12 29 NODE 4.3 16 29 NODE 4 13 19 NODE 8.1 17 19 NODE 7.9 14 19 NODE 7.9 h1 19 HEAD 7.7 13.6 4.9 13.4 7.5 h2 19 HEAD 7.5 13.4 4.9 13.4 7.5 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 25\Southview 25.tyc3 Date 4/7/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job name:Southview#25 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) (9Pm/Ps0/2) (gpm) (in) (ft) (ft) (psi) (Psi) h2 19 4.9 13.4 1 lx(BM.90)=5 6.17 150 7.5 17 19 13.4 1.101 5 0.0324 0 11.17 0.4 17 19 0 1 lx(BM.90)=5 10 150 7.9 16 29 13.4 1.101 5 0.0324 -4.3 15 0.5 16 29 0 1 1x(BM.Tee-Br)=5 13 150 4 15 29 13.4 1.101 5 0.0324 0 18 0.6 15 29 0 1 lx(BM.Tee-Run)=1 6.5 150 4.6 11 29 13.4 1.101 1 0.0324 0 7.5 0.2 11 29 13.6 1 lx(BM.Tee-Br)=5 14.83 150 4.9 10 29 27.1 1.101 5 0.1187 0 19.83 2.4 10 29 0 1 lx(BM.Tee-Br)=5 10 150 7.2 9 19 27.1 1.101 5 0.1187 4.3 15 1.8 9 19 0 1 lx(BM.Tee-Br)=5 5.67 150 13.3 8 19 27.1 1.101 5 0.1187 0 10.67 1.3 8 19 0 1 1x(BM.90)=5 6.5 150 14.6 7 19 27.1 1.101 5 0.1187 0 11.5 1.4 7 19 0 1 1x(BM.90)=5 10 150 16 6 9 27.1 1.101 5 0.1187 4.3 15 1.8 6 9 0 1 lx(BM.Tee-Br)=5 3.08 150 22.1 5 9 27.1 1.101 5 0.1187 0 8.08 1 5 9 0 1 lx(BM.90)=5 1 150 23 4 9 27.1 1.101 5 0.1187 0 6 0.7 4 9 0 1 lx(coupling)=1.91 2.5 150 23.7 3 6.5 27.1 1.101 1.91 0.1187 1.1 4.41 0.5 3 6.5 0 1 1x(coupling)=1 1.5 120 25.3 2 5 27.1 1.049 1 0.2271 0.6 2.5 0.6 2 5 0 1 2 0 26.6 Ames2000B 1 3 27.1 0 0 2.0037 0.9 2 4 1 3 0 1 3 120 31.4 S 0 27.1 1.049 0 0.2271 1.3 3 0.7 h1 19 4.9 13.6 1 lx(BM.90)=5 0.88 150 7.7 14 19 13.6 1.101 5 0.0333 0 • 5.88 0.2 14 19 0 1 lx(BM.90)=5 0.33 150 7.9 13 19 13.6 1.101 5 0.0333 0 5.33 0.2 13 19 0 1 lx(BM.90)=5 10 150 8.1 12 29 13.6 1.101 5 0.0333 -4.3 15 0.5 ©2006 National Fire Protection Association Page 5 Job name:Southview#25 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/2) (gpm) (in) (ft) (ft) (Psi) (psi) 12 29 0 1 lx(BM.Tee-Br)=5 12.13 150 4.3 11 29 13.6 1.101 5 0.0333 0 17.13 0.6 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 6