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Specifications (32) 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: HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#18 Contract No.: City: Tigard, OR 97223 Project Location: 12065 SW Autumnview St Date:1/6/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:a.nishihara@wyattfire.com Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Foyer&Closet Remote Area Location Occupancy Classification 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) 39.3 Type of System Wet Volume-Entire System (gal) 6.7 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:W:\Max\Southview 18\Southview 18.tyc3 _ Date 1/6/2016 Copyright C2002-2012 Tyco Fire Protection Products Page 1 Job::Southview#18 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Foyer& Closet �2 ------: .n6:547 p17 " - $tai .n3 ,n5 112 .n .src1 File:W:\Max\Southview 18\Southview 18.tyc3 Date 1/6/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#18 Hydraulic Analysis for : Foyer & Closet 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/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :srcl Flow(ppm) 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) 39.3 Base of Riser-Flow(gpm) 26.1 Demand w/o System Pump(s) N/A File:W:\Max\Southview 18\Southview 18.tyc3 _ Date 1/6/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#18 - Hydraulic Analysis for : Foyer & Closet f Supply -e- System Demand 70 I s 1 , I j . S 60 ; I I. I , E 1, I ! 1 S2 , 50 1 , , 46.706 j 1 .v) i ' I v) 1. d 40 1 L N - 1 I i _ { 0) 30 ------ i. I . i I L I I I I 20 -4 ; ` I 1I I { i 4 1 D1 ' 1 -1 - i ' {_ E , i 0 0 400 500 600 700 800 900 1000 1100 1200 130C Flow. gpm File:W:\Max\Southview 18\Southview 18.tyc3 Date 1/6/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#18 Hydraulic Analysis for : Foyer & Closet • 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 4.3 D2 System Demand 26.1 39.3 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure(psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 33.5 20.6 26.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 256 4.9 0.051 13 7 0.051 13 7 Sprinkler h2 Overhead 256 4.9 0.051 13 7 0.051 13.1 7.2 Sprinkler File:W:\Max\Southview 18\Southview 18.tyc3 Date 1/6/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#18 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. • Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ft2 psi psi ft gpm/psi/z gpm gpm/ftz psi gpm srcl Supply -261 39.3 0 SUPPLY 0 nl Node 37.4 3 NODE -1.3 n2 Node 32.5 5 NODE -2.2 n3 Node 28.8 10.5 NODE -4.5 n4 Node 27.7 10.5 NODE -4.5 n5 Node 26.4 10.5 NODE -4.5 n6 Node 20.2 21 NODE -9.1 n7 Node 19.5 21 NODE -9.1 n8 Node 18.6 21 NODE -9.1 n9 Node 12.9 30.5 NODE -13.2 n10 Node 11.9 30.5 NODE -13.2 n11 Node 9.9 30.5 NODE -13.2 n12 Node 7.2 - 30.5 NODE -13.2 n13 Node 9.7 21 NODE -9.1 n14 Node 8.8 21 NODE -9.1 n15 Node 8 21 NODE -9.1 n16 Node 7.4 21 NODE -9.1 n17 Node 10.2 10.5 NODE -4.5 n18 Node 8.1 10.5 NODE -4.5 n19 Node 7.4 10.5 NODE -4.5 n23 Node 7.2 10.5 NODE -4.5 n20 Node 7.1 10.5 NODE -4.5 n21 Node 6.9 10.5 NODE -4.5 n22 Node 7 10 NODE -4.3 hl Overhead Sprinkler 4.9 13 256 7 7 9.5 HEAD Open 0 0.051 -4.1 13 File:W:\Max\Southview 18\Southview 18.tyc3 Date 1/6/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:Southview#18 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge m ft2 psi psi ft gpm/p1/2 gpm gPm/tt2 psi gpm h2 Overhead Sprinkler 4.9 13.1 256 7.2 7 10 HEAD Open 0.2 0.051 -4.3 13 File:W:\Max\Southview 18\Southview 18.tyc3 Date 1/6/2016 Copyright()2002-2012 Tyco Fire Protection Products Page 7 Job name:Southview#18 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) h1 9.5 4.9 13 1 lx(BM.90)=5 0.56 150 7 n22 10 13 1.101 5 0.0304 -0.2 5.56 0.2 • n22 10 0 1 lx(BM.90)=5 1.9 150 7 n21 10.5 13 1.101 5 0.0304 -0.2 6.9 0.2 • n21 10.5 0 1 lx(BM.90)=5 0.33 150 6.9 n20 10.5 13 1.101 5 0.0304 0 5.33 0.2 n20 10.5 0 1 lx(BM.Tee-Br)=5 4 150 7.1 n19 10.5 13 1.101 5 0.0304 0 9 0.3 n19 10.5 13.1 1 lx(BM.90)=5 1.08 150 7.4 n18 10.5 26.1 1.101 5 0.111 0 6.08 0.7 n18 10.5 0 1 lx(BM.90)=5 14.42 150 8.1 n17 10.5 26.1 1.101 5 0.111 0 19.42 2.2 n17 10.5 0 1 lx(BM.90)=5 10.5 150 10.2 n16 21 26.1 1.101 5 0.111 -4.5 15.5 1.7 n16 21 0 1 lx(BM.90)=5 1 150 7.4 , n15 21 26.1 1.101 5 0.111 0 6 0.7 • n15 21 0 1 lx(BM.90)=5 1.58 150 8 • n14 21 26.1 1.101 5 0.111 0 6.58 0.7 n14 21 0 1 1x(BM.Tee-Br)=5 3 150 8.8 n13 21 26.1 1.101 5 0.111 0 8 0.9 n13 21 0 1 lx(BM.90)=5 9.5 150 9.7 n12 30.5 26.1 1.101 5 0.111 -4.1 14.5 1.6 n12 30.5 0 1 lx(BM.Tee-Br)=5 19.59 150 7.2 n11 30.5 26.1 1.101 5 0.111 0 24.59 2.7 n11 30.5 0 1 1x(BM.Tee-Br)=5 13.33 150 9.9 n10 30.5 26.1 1.101 5 0.111 0 18.33 2 _ n10 30.5 0 1 lx(BM.90)=5 3.67 150 11.9 n9 30.5 26.1 1.101 5 0.111 0 8.67 1 . n9 30.5 0 1 lx(BM.90)=5 9.5 150 12.9 n8 21 26.1 1.101 5 0.111 4.1 14.5 1.6 _ n8 21 0 1 1x(BM.Tee-Br)=5 2.92 150 18.6 n7 21 26.1 1.101 5 0.111 0 7.92 0.9 n7 21 0 1 1x(BM.Tee-Br)=5 1 150 19.5 n6 21 26.1 1.101 5 0.111 0 6 0.7 , n6 21 0 1 lx(BM.90)=5 10.5 150 20.2 n5 10.5 26.1 1.101 5 0.111 4.5 15.5 1.7 . ©2006 National Fire Protection Association Page 8 Job name:Southview#18 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/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) n5 10.5 0 1 1x(BM.90)=5 6.08 150 26.4 n4 10.5 26.1 1.101 5 0.111 0 11.08 1.2 n4 10.5 0 1 lx(us.90)=3.82 6 150 27.7 n3 10.5 26.1 1.101 3.82 0.111 0 9.82 1.1 n3 10.5 0 1 lx(coupling)=1 5.5 120 28.8 n2 5 26.1 1.049 1 0.2125 2.4 6.5 1.4 n2 5 0 1 2 0 32.5 Ames2000B n1 3 26.1 0 0 2.009 0.9 2 4 nl 3 0 1 3 120 37.4 srcl 0 26.1 1.049 0 0.2125 1.3 3 0.6 h2 10 4.9 13.1 1 1x(BM.90)=5 0.5 150 7.2 n23 10.5 13.1 1.101 5 0.0312 -0.2 5.5 0.2 n23 10.5 0 1 lx(BM.Tee-Run)=1 6.25 150 7.2 n19 10.5 13.1 1.101 1 0.0312 0 7.25 0.2 w Discharge shown for flowing nodes only • ©2006 National Fire Protection Association Page 9