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Report ,pisla c----. 6 -1 t �o ?3 sw7-�.rH����y W yAT T �" ` 49 `'tY FIRE PROTECTION, INC. # '' 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT #26 12033 SW TURNAGAIN DRIVE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#26 Contract No.: City: Tigard, OR 97223 Project Location: 12033 SW Turnaround Dr Date:1/21/2015 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 DesignArea_1 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) 27.2 Required Pressure at Source(psi) 33.2 Type of System Wet Volume-Entire System (gal) 7.2 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 26\Southview 26.tyc3 Date 1/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 • Job:Southview#26 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : DesignArea_1 ?7 . 15 i2 1418 t .13 7 212 79 X120 4 5 I S File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 26\Southview 26.tyc3 Date 1/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#26 Hydraulic Analysis for : DesignArea_1 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(qpm) 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) 27.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 27.2 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 33.2 Base of Riser -Flow(gpm) 27.2 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 26\Southview 26.tyc3 Date 1/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#26 Hydraulic Analysis for : DesignArea_1 f Supply f SystemDemand 70 S1 60 S2 46.706 50 -- -- — — Q. 41 N D2 L N to 30 20 — 01 1 � 0 0 400 500 600 700 800 900 1000 1100 1200 130C Flow. gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 26\Southview 26.tyc3 Date 1/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#26 Hydraulic Analysis for : DesignArea_1 •Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 60 S2 Supply point#2-Residual 1230 48 D1 Elevation Pressure 0 8.2 D2 System Demand 27.2 33.2 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 40.4 26.8 27.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/ps0/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hi Overhead 256 4.9 0.052 13.4 7.5 0.052 13.4 7.5 Sprinkler h2 Overhead 256 4.9 0.052 13.4 7.5 0.054 13.8 7.9 • Sprinkler File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 26\Southview 26.tyc3 Date 1/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#26 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 33.2 -27.2 1 3 NODE 31.2 2 5 NODE 26.4 3 6.5 NODE 25.1 4 9 NODE 23.5 5 9 NODE 22.6 6 9 NODE 21.3 7 19 NODE 15.2 8 19 NODE 13.9 9 19 NODE 13.1 10 19 NODE 12 11 29 NODE 5.9 12 29 NODE 5.1 13 29 NODE 4.5 14 29 NODE 4.3 15 29 NODE 4.3 16 29 NODE 5 17 29 NODE 5.7 18 29 NODE 4.1 19 19 NODE 8 20 19 NODE 7.7 21 19 NODE 8.1 hl 19 HEAD 7.5 13.4 4.9 13.4 7.5 h2 19 HEAD 7.9 13.8 4.9 13.4 7.5 it File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 26\Southview 26.tyc3 Date 1/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#26 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/psiVz) (gpm) (in) (ft) (ft) (psi) (psi) hi 19 4.9 13.4 1 ix(BM.90)=5 1 150 7.5 20 19 13.4 1.101 5 0.0324 0 6 0.2 • 20 19 0 1 lx(BM.90)=5 2.83 150 7.7 19 19 13.4 1.101 5 0.0324 0 7.83 0.3 19 19 0 1 lx(BM.90)=5 10 150 8 18 29 13.4 1.101 5 0.0324 -4.3 15 0.5 18 29 0 1 lx(BM.Tee-Br)=5 1 150 4.1 14 29 13.4 1.101 5 0.0324 0 6 0.2 14 29 -0.6 1 lx(BM.Tee-Br)=5 2.33 150 4.3 13 29 12.8 1.101 5 0.0297 0 7.33 0.2 13 29 0 1 lx(BM.Tee-Br)=5 13.5 150 4.5 12 29 12.8 1.101 5 0.0297 0 18.5 0.5 12 29 0 1 lx(BM.Tee-Br)=5 22.5 150 5.1 11 29 12.8 1.101 5 0.0297 0 27.5 0.8 11 29 14.4 1 lx(BM.Tee-Br)=5 10 150 5.9 10 19 27.2 1.101 5 0.12 4.3 15 1.8 10 19 0 1 lx(BM.90)=5 3.83 150 12 . 9 19 27.2 1.101 5 0.12 0 8.83 1.1 9 19 0 1 lx(BM.90)=5 1.5 150 13.1 8 19 27.2 1.101 5 0.12 0 6.5 0.8 8 19 0 1 lx(BM.Tee-Br)=5 6 150 13.9 7 19 27.2 1.101 5 0.12 0 11 1.3 7 19 0 1 lx(BM.90)=5 10 150 15.2 6 9 27.2 1.101 5 0.12 4.3 15 1.8 6 9 0 1 lx(BM.90)=5 6 150 21.3 5 9 27.2 1.101 5 0.12 0 11 1.3 5 9 0 1 1x(BM.90)=5 2.33 150 22.6 4 9 27.2 1.101 5 0.12 0 7.33 0.9 4 9 0 1 lx(coupling)=1.91 2.5 150 23.5 3 6.5 27.2 1.101 1.91 0.12 1.1 4.41 0.5 3 6.5 0 1 lx(coupling)=1 1.5 120 25.1 2 5 27.2 1.049 1 0.2296 0.6 2.5 0.6 • 2 5 0 1 2 0 26.4 Ames2000B 1 3 27.2 0 0 2.0022 0.9 2 4 ' 1 3 0 1 3 120 31.2 S 0 27.2 1.049 0 0.2296 1.3 3 0.7 ©2006 National Fire Protection Association Page 7 Job name:Southview#26 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 19 4.9 13.8 1 lx(BM.90)=5 1 150 7.9 21 19 13.8 1.101 5 0.0341 0 6 0.2 . 21 19 0 1 lx(BM.Tee-Br)=5 10 150 8.1 15 29 13.8 1.101 5 0.0341 -4.3 15 0.5 15 29 0.6 1 lx(BM.Tee-Br)=5 13.17 150 4.3 16 29 14.4 1.101 5 0.037 0 18.17 0.7 16 29 0 1 lx(BM.90)=5 13.5 150 5 17 29 14.4 1.101 5 0.037 0 18.5 0.7 17 29 0 1 lx(BM.Tee-Br)=5 1.17 150 5.7 11 29 14.4 1.101 5 0.037 0 6.17 0.2 14 29 0 1 lx BM.Tee-Run =1 8.17 150 4.3 15 29 0.6 1.101 1 0.0001 0 9.17 0 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8