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Report (25) /) ops8 SGJ 7Zrk..f�r V/rw RECEIVED AUG 202015 . OF• • WYATjIE98N 1 ; . FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW 24 12028 SW AUTUMN VIEW ST 4 TIGARD, OREGON 97223 • FIRE PROTECTION HYDRAULIC CALCULATIONS h HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#24 Contract No.:C15-504 City: Tigard, OR 97223 Project Location: 12028 SW Autumn View St Date:8/12/2015 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 Foyer&Den Remote Area Location Occupancy Classification Residential_NewCommodityl Density(gpm/ft2) 0.051 Area of Application(ft') 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) 26.4 Required Pressure at Source(psi) 36.6 Type of System Wet Volume-Entire System (gal) 5.4 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 24\Southview 24.tyc3 Date 8/17/2015 Copyright®2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#24 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Foyer& Den _p7 11S'?!1 n4 +t n1 p13 nt ''`L n 16 �_-- src1 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 24\Southview 24.tyc3 Date 8/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#24 4 Hydraulic Analysis for : Foyer & Den 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 :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) 26.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26.4 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 36.6 Base of Riser -Flow(gpm) 26.4 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 24\Southview 24.tyc3 Date 8/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#24 Hydraulic Analysis for : Foyer& Den f Supply -f System Demand II 70 ..���� � 1111 MEI 50 ----------- --~~ 46.:706 .N N L N L CL 20 1' D1 ------------ 0 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 24\Southview 24.tyc3 Date 8/17/2015 Copyright C 2002-2012 Tyco Fire Protection Products Page 4 „ Job:Southview#24 t Hydraulic Analysis for : Foyer& Den 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 3.9 D2 System Demand 26.4 36.6 Curve Intersections &Safety Margins 1 Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 35.3 23.4 26.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor 4 Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (Psi) (gpm/f2) (gpm) (psi) Overhead h1 Sprinkler 256 4.9 0.051 13 7 0.052 13.4 7.5 h2 Overhead 256 4.9 0.051 13 7 0.051 13 7 Sprinkler • 4 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 24\Southview 24.tyc3 Date 8/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#24 Hydraulic Calculations/Fluid Delivery Time Analysis 1 Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psi1h gpm psi srcl 0 SUPPLY 36.6 -26.4 n1 3 NODE 34.7 n2 5 NODE 29.8 n3 9.5 NODE 26.7 n4 9.5 NODE 25.9 n5 9.5 NODE 24.2 n6 9.5 NODE 22.3 n7 19.5 NODE 16.2 n8 19.5 NODE 12.9 n9 19.5 NODE 11.6 n10 19.5 NODE 11 n11 19.5 NODE 7.7 n12 19.5 NODE 6.4 n13 9.5 NODE 9 n14 9.5 NODE 8.1 n15 9.5 NODE 7.4 n16 9.5 NODE 7.3 n17 9.5 NODE 7 hl 9 HEAD 7.5 13.4 4.9 13 7 h2 9 HEAD 7 13 4.9 13 7 II File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 24\Southview 24.tyc3 Date 8/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 P Job name:Southview#24 Sheet number: I 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/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) h2 9 4.9 13 1 lx(BM.90)=5 0.5 150 7 n17 9.5 13 1.101 5 0.0305 -0.2 5.5 0.2 n17 9.5 0 1 lx(BM.90)=5 3.92 150 7 n16 9.5 13 1.101 5 0.0305 0 8.92 0.3 n16 9.5 0 1 lx(BM.Tee-Run)=1 4.33 150 7.3 n15 9.5 13 1.101 1 0.0305 0 5.33 0.2 n15 9.5 13.4 1 lx(BM.90)=5 1 150 7.4 n14 9.5 26.4 1.101 5 0.1132 0 6 0.7 n14 9.5 0 1 lx(BM.90)=5 2.83 150 8.1 n13 9.5 26.4 1.101 5 0.1132 0 7.83 0.9 n13 9.5 0 1 lx(BM.Tee-Br)=5 10 150 9 n12 19.5 26.4 1.101 5 0.1132 -4.3 15 1.7 n12 19.5 0 1 lx(BM.Tee-Br)=5 6.75 150 6.4 n11 19.5 26.4 1.101 5 0.1132 0 11.75 1.3 n11 19.5 0 1 3x(fm.Tee-Run)=5.73 18.17 150 7.7 n10 19.5 26.4 1.101 lx(BM.90)=5 10.73 0.1132 0 28.9 3.3 n10 19.5 0 1 1x(BM.90)=5 0.75 150 11 n9 19.5 26.4 1.101 5 0.1132 0 5.75 0.7 n9 19.5 0 1 lx(fm.Tee-Run)=1.91 4.33 150 11.6 n8 19.5 26.4 1.101 lx(BM.Tee-Br)=5 6.91 0.1132 0 11.24 1.3 n8 19.5 0 1 3x(fm.Tee-Run)=5.73 18.75 150 12.9 n7 19.5 26.4 1.101 lx(BM.Tee-Br)=5 10.73 0.1132 0 29.48 3.3 n7 19.5 0 1 lx(BM.Tee-Br)=5 10 150 16.2 n6 9.5 26.4 1.101 5 0.1132 4.3 15 1.7 n6 9.5 0 1 lx(fm.Tee-Run)=1.91 10.5 150 22.3 n5 9.5 26.4 1.101 lx(BM.90)=5 6.91 0.1132 0 17.41 2 n5 9.5 0 1 lx(fm.Tee-Run)=1.91 7.87 150 24.2 n4 9.5 26.4 1.101 lx(BM.90)=5 6.91 0.1132 0 14.78 1.7 n4 9.5 0 1 lx(us.90)=3.82 2.83 150 25.9 n3 9.5 26.4 1.101 3.82 0.1132 0 6.65 0.8 n3 9.5 0 1 lx(coupling)=1 4.5 120 26.7 . n2 5 26.4 1.049 1 0.2166 1.9 5.5 1.2 n2 5 0 1 2 0 29.8 Ames2000B 1 n1 3 26.4 0 0 2.0083 0.9 2 4 ` nl 3 0 1 3 120 34.7 srcl 0 26.4 1.049 0 0.2166 1.3 3 0.6 ©2006 National Fire Protection Association Page 7 Job name:Southview#24 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) hl 9 4.9 13.4 1 lx(BM.Tee-Br)=5 0.5 150 7.5 n15 9.5 13.4 1.101 5 0.0322 -0.2 5.5 0.2 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 { it 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: