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Specifications A k 0 • :ti:11 �� WYATT FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW 20 12087 SW AUTUMNVIEW STREET TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS 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#20 Contract No.:C16-836 City: Tigard, OR 97223 Project Location: 12087 SW Autumnview St Date:2/1/2016 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.payne@wyattfire.com Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Kitchen Remote Area Location Occupancy Classification Density(gpm/ft2) 0.051 Area of Application(ft2) 512 Coverage per Sprinkler(ftZ) 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) 39.1 Type of System Wet Volume-Entire System (gal) 4.9 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2016\Southview 20\Southview 20.tyc3 Date 1/31/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#20 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Kitchen ,13 -,w ..-. --12 1.$t-------_.- .1a2 9 3 5 2 1 S File:C:\Users\Ashley\Documents\Projects\2016\Southview 20\Southview 20.tyc3 Date 1/31/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#20 Hydraulic Analysis for : Kitchen 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) 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) 39.1 Base of Riser-Flow(gpm) 26.2 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2016\Southview 20\Southview 20.tyc3 Date 1/31/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#20 Hydraulic Analysis for : Kitchen r fir Stop* e System Otrrrn,d I 3 1i1 - CO I 1 I f I 11 tii 46?08 ryI I I t LK :n E tt 4 e t t 1 1 21 t 11 1 i. t I . i # 1 .t 1 : i 0- I 0 400 800 800 700 eV 900 1000 1100 1200 1300 FIos gpm File:C:\Users\Ashley\Documents\Projects\2016\Southview 20\Southview 20.tyc3 Date 1/31/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#20 Hydraulic Analysis for : Kitchen 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 26.2 39.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure(psi) Flow(gpm) Pressure (psi) @ Flow (gpm) Supply 60 34.6 20.9 26.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h1 Overhead 256 4.9 0.051 13 7 0.052 13.2 7.2 Sprinkler h2 Overhead 256 4.9 0.051 13 7 0.051 13 7 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Southview 20\Southview 20.tyc3 Date 1/31/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#20 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 ft gPm/Psis/z gpm rn/tt ppsi 9P z psi 9Pm S Supply -26.2 39.1 0 SUPPLY0 1 Node 37.1 3 NODE -1.3 2 Node 32.3 5 NODE -2.2 3 Node 28.8 10 NODE -4.3 4 Node 27.6 10 NODE -4.3 5 Node 26.1 10 NODE -4.3 6 Node 20.6 19 NODE -8.2 7 Node 19.8 19 NODE -8.2 8 Node 19.1 19 NODE -8.2 9 Node 18.2 19 NODE -8.2 10 Node 13.2 27 NODE -11.7 11 Node 12.5 27 NODE -11.7 12 Node 10.3 27 NODE -11.7 13 Node 7.7 27 NODE -11.7 14 Node 5.9 27 NODE -11.7 15 Node 7.9 19 NODE -8.2 hl Overhead Sprinkler 4.9 13.2 256 7.2 7 19 HEAD Open 0.2 0.052 -8.2 13 h2 Overhead Sprinkler 4.9 13 256 7 7 19 HEAD Open 0 0.051 -8.2 13 File:C:\Users\Ashley\Documents\Projects\2016\Southview 20\Southview 20.tyc3 Date 1/31/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#20 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) h2 19 4.9 13 1 8.17 150 7 hl 19 4.9 13 1.101 0 0.0304 0 8.17 0.2 • h1 19 4.9 13.2 1 lx(BM.Tee-Br)=5 0.92 150 7.2 15 19 26.2 1.101 5 0.1114 0 5.92 0.7 15 19 0 1 ix(BM.Tee-Br)=5 8 150 7.9 14 27 26.2 1.101 5 0.1114 -3.5 13 1.4 14 27 0 1 lx(fm.Tee-Run)=1.91 8.92 150 5.9 13 27 26.2 1.101 lx(BM.90)=5 6.91 0.1114 0 15.83 1.8 13 27 0 1 3x(fm.Tee-Run)=5.73 13 150 7.7 12 27 26.2 1.101 lx(BM.Tee-Br)=5 10.73 0.1114 0 23.73 2.6 12 27 0 1 lx(fm.Tee-Run)=1.91 13 150 10.3 11 27 26.2 1.101 lx(BM.Tee-Br)=5 6.91 0.1114 0 19.91 2.2 11 27 0 1 1x(BM.90)=5 1.58 150 12.5 10 27 26.2 1.101 5 0.1114 0 6.58 0.7 10 27 0 1 lx(BM.90)=5 8 150 13.2 9 19 26.2 1.101 5 0.1114 3.5 13 1.4 9 19 0 1 lx(BM.Tee-Br)=5 3.83 150 18.2 8 19 26.2 1.101 5 0.1114 0 8.83 1 8 19 0 1 lx(BM.90)=5 1.25 150 19.1 7 19 26.2 1.101 5 0.1114 0 6.25 0.7 7 19 0 1 lx(BM.90)=5 2 150 19.8 6 19 26.2 1.101 5 0.1114 0 7 0.8 6 19 0 1 1x(BM.90)=5 9 150 20.6 5 10 26.2 1.101 5 0.1114 3.9 14 1.6 5 10 0 1 lx(BM.90)=5 8.75 150 26.1 4 10 26.2 1.101 5 0.1114 0 13.75 1.5 4 10 0 1 ix(fm.Tee-Run)=1.91 5.08 150 27.6 3 10 26.2 1.101 1x(us.90)=3.82 5.73 0.1114 0 10.81 1.2 3 10 0 1 1x(coupling)=1 5 120 28.8 2 5 26.2 1.049 1 0.2131 2.2 6 1.3 2 5 0 1 2 0 32.3 Ames2000B 1 3 26.2 0 0 2.009 0.9 2 4 1 3 0 1 3 120 37.1 S 0 26.2 1.049 0 0.2131 1.3 3 0.6 ©2006 National Fire Protection Association Page 7 Job name:Southview#20 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) * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8