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Report (2) SX)1S - 00! 02_ SA} 116(1.1q 4 JUN 2 9 2015 ,� � •�, `,�' 3g a aktl'wlz l JhJ YAT � s ,�� � FIRE PROTECTION, INC. " rf„ 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW HEIGHTS LOT 6 15152 SW HARVEY'S VIEW AVENUE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for " Job Information Project Name:Southview#6 Contract No. :C15-462 City: Tigard, OR 97223 Project Location: 15152 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) 26.1 Required Pressure at Source(psi) 30.7 Type of System Wet Volume-Entire System (gal) 4.7 gal Water Supply Information Date 12/15/2014 Location 1 Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 6\Southview 6.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 • • Job:Southview#6 Node Labels: Node Reference • Pipe Labels: Off Diagram for Design Area : Hydraulic Remote Area 10 8 \\\ 9 11 7 12 6 13 5 h1 3 2 1 S File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 6\Southview 6.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job :Southview#6 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) 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) 30.7 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 6\Southview 6.tyc3 Date 6/25/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#6 Hydraulic Analysis for : Hydraulic Remote Area f Supply -ii- System Demand 70- , L_ 0- __ S1 rig• --►� S2 46.;706 50- -- -- t � O. 40 GT 7 D2 i N � 30 CL 20 ----- 1 D1i N 0 i. ■mmommomunim'immummimmommmumummummiiiimmimmimml 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 6\Southview 6.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#6 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 26.1 30.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 38.9 29.3 26.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/Psi'/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h1 Overhead 256 4.9 0.051 13.4 7 0.051 13.1 7.1 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 6\Southview 6.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :Southview#6 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 30.7 -26.1 1 3 NODE 28.7 2 5 NODE 23.9 3 6.5 NODE 22.7 4 9 NODE 21.1 5 9 NODE 20 6 9 NODE 19 7 9 NODE 17.4 8 18 NODE 12 9 18 NODE 10.9 10 18 NODE 8.1 11 18 NODE 6 12 9 NODE 8.4 13 9 NODE 7.3 hi 9 HEAD 7.1 13.1 4.9 13.4 7 h2 9 HEAD 7 13 4.9 13.4 7 r File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 6\Southview 6.tyc3 Date 6/25/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#6 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'/2) (gpm) (in) (ft) (ft) (psi) (psi) h2 9 4.9 13 1 lx(BM.Tee-Br)=5 4.67 150 7 13 9 13 1.101 5 0.0305 0 9.67 0.3 . 13 9 13.1 1 lx(BM.Tee-Br)=5 4.17 150 7.3 12 9 26.1 1.101 5 0.111 0 9.17 1 12 9 0 1 lx(BM.Tee-Br)=5 9 150 8.4 11 18 26.1 1.101 5 0.111 -3.9 14 1.6 11 18 0 1 lx(BM.Tee-Br)=5 13.5 150 6 10 18 26.1 1.101 5 0.111 0 18.5 2.1 10 18 0 1 1x(BM.Tee-Br)=5 20.56 150 8.1 9 18 26.1 1.101 5 0.111 0 25.56 2.8 9 18 0 1 lx(BM.Tee-Br)=5 4.83 150 10.9 8 18 26.1 1.101 5 0.111 0 9.83 1.1 8 18 0 1 lx(BM.Tee-Br)=5 9 150 12 7 9 26.1 1.101 5 0.111 3.9 14 1.6 7 9 0 1 lx(BM.90)=5 9 150 17.4 6 9 26.1 1.101 5 0.111 0 14 1.6 • 6 9 0 1 lx(BM.90)=5 4.5 150 19 5 9 26.1 1.101 5 0.111 0 9.5 1.1 5 9 0 1 lx(BM.90)=5 4.5 150 20 4 9 26.1 1.101 5 0.111 0 9.5 1.1 4 9 0 1 lx(coupling)=1.91 2.5 150 21.1 3 6.5 26.1 1.101 1.91 0.111 1.1 4.41 0.5 3 6.5 0 1 lx(coupling)=1 1.5 120 22.7 2 5 26.1 1.049 1 0.2123 0.6 2.5 0.5 2 5 0 1 2 0 23.9 Ames2000B 1 3 26.1 0 0 2.009 0.9 2 4 1 3 0 1 3 120 28.7 S 0 26.1 1.049 0 0.2123 1.3 3 0.6 hl 9 4.9 13.1 1 lx(BM.Tee-Run)=1 5 150 7.1 13 9 13.1 1.101 1 0.031 0 6 0.2 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 7