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Report (31) vkE! �Zi7f 'S)-GS'- Uii/r C�T�COFE ;gY AUG 1015 ►� 5 1/lz-cam WbvA_ T Ifli ')IVISIO� 4 . 4 FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW HEIGHTS LOT 35 15238 SW HARVEY'S VIEW AVENUE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#35 Contract No.:C15-503 City: Tigard, OR 97223 Project Location: 15238 SW Harveys View Ave Date:8/8/2015 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) 0.051 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) 26.2 Required Pressure at Source(psi) 36.8 Type of System Wet Volume-Entire System (gal) 4.8 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 35\Southview 35.tyc3 Date 8/11/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 1 • Job:Southview#35 Node Labels: Node Reference Pipe Labels: Length [ft] Diagram for Design Area : DesignArea_1 A.3 )12 s-s .zw 14.83 21:5 .25 __________a ...6.17 za1' 10.25 4.5 n2 2 nI 3 Are File:C:\User&Ashley\Documents\Projects\2015\Southview Heights\Southview 35\Southview 35.tyc3 Date 8/11/2015 Copyright G2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#35 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :srcl 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) 26.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26.2 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 36.8 Base of Riser-Flow(gpm) 26.2 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 35\Southview 35.tyc3 Date 8/11/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#35 Hydraulic Analysis for : DesignArea_1 Supply -.- System Demand 70 -- S1 60 50 -�� 46.706 •N 4L D2 N _ I 30 0. I 20 - I D1 10 -- 0 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 35\Southview 35.tyc3 Date 8/11/2015 Copyright 02002-2012 Tyco Fire Protection Products Page 4 Job:Southview#35 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 8.6 D2 System Demand 26.2 36.8 Curve Intersections &Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 36.2 23.2 26.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 256 4.9 0.051 13.4 7 0.051 13.2 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 35\Southview 35.tyc3 Date 8/11/2015 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#35 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psilh gpm psi srcl 0 SUPPLY 36.8 -26.2 n1 3 NODE 34.8 n2 5 NODE 30 • n3 9.5 NODE 26.8 n4 9.5 NODE 26.1 n5 9.5 NODE 25.4 n6 19.75 NODE 19.3 n7 19.75 NODE 18.5 n8 19.75 NODE 17.6 n9 29 NODE 12 n10 29 NODE 9 n11 29 NODE 6.8 n12 29 NODE 5.7 n13 19.75 NODE 8.2 hl 19.75 HEAD 7.2 13.2 4.9 13.4 7 n14 19.75 NODE 7.4 h2 19.75 HEAD 7 13 4.9 13.4 7 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 35\Southview 35.tyc3 Date 8/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#35 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'/x) (gPm) (in) (ft) (ft) (psi) (psi) h2 19.75 4.9 13 1 lx(BM.Tee-Br)=5 6.17 150 7 n14 19.75 13 1.101 5 0.0305 0 _ 11.17 0.3 n14 19.75 13.2 1 lx(BM.Tee-Br)=5 2 150 7.4 n13 19.75 26.2 1.101 5 0.1116 0 7 0.8 n13 19.75 0 1 1x(BM.Tee-Br)=5 9.25 150 8.2 n12 29 26.2 1.101 5 0.1116 -4 14.25 1.6 n12 29 0 1 lx(BM.90)=5 4.33 150 5.7 n11 29 26.2 1.101 5 0.1116 0 9.33 1 n11 29 0 1 lx(BM.Tee-Br)=5 14.83 150 6.8 n10 29 26.2 1.101 5 0.1116 0 19.83 2.2 n10 29 0 1 lx(BM.Tee-Br)=5 21.5 150 9 n9 29 26.2 1.101 5 0.1116 0 26.5 3 n9 29 0 1 1x(BM.90)=5 9.25 150 12 n8 19.75 26.2 1.101 5 0.1116 4 14.25 1.6 n8 19.75 0 1 lx(BM.Tee-Br)=5 3.92 150 17.6 n7 19.75 26.2 1.101 5 0.1116 0 8.92 1 n7 19.75 0 1 lx(BM.Tee-Br)=5 1.5 150 18.5 n6 19.75 26.2 1.101 5 0.1116 0 6.5 0.7 n6 19.75 0 1 1x(BM.Tee-Br)=5 10.25 150 19.3 n5 9.5 26.2 1.101 5 0.1116 4.4 15.25 1.7 n5 9.5 0 1 lx(BM.90)=5 1.42 150 25.4 n4 9.5 26.2 1.101 5 0.1116 0 6.42 0.7 n4 9.5 0 1 lx(us.90)=3.82 2.5 150 26.1 n3 9.5 26.2 1.101 3.82 0.1116 0 6.32 0.7 n3 9.5 0 1 lx(coupling)=1 4.5 120 26.8 n2 5 26.2 1.049 1 0.2136 1.9 5.5 1.2 n2 5 0 1 2 0 30 Ames2000B n1 3 26.2 0 0 2.0089 0.9 2 4 nl 3 0 1 3 120 34.8 • srcl 0 26.2 1.049 0 0.2136 1.3 3 0.6 hl 19.75 4.9 13.2 1 lx(BM.Tee-Run)=1 3.5 150 7.2 • n14 19.75 13.2 1.101 1 0.0313 0 4.5 0.1 ©2006 National Fire Protection Association Page 7 Job name:Southview#35 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/z) (gpm) (in) (ft) (ft) (psi) (psi) * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 HYDRANT FLOW REQUEST FORM • PROJECT: Southview ADDRESS: none available CROSS STREET: 120th and Beef Bend Rd Tigard Or FLOW HYDRANT LOCATION: highest hydrant in new development lot 4 STATIC: 60 RESIDUAL: 54 GPM: 1230 @ 20 PSI = 2362 DATED: 12.15.14 • MONITOR HYDRANT LOCATION: 12012 Aspen Ridge STATIC: 60 RESIDUAL: 48 GPM: DATED: 12.15.14 WITNESS WITNESSED BY: TITLE: ORGANIZATION: SIGNATURE: