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Report (23) fp52.0(c-0,13c-7* 0-,0?[ (A/ `t7/71 / RLECEIVED MAR 12 2015 ; •; . BUI NG DIV S pN • IN VAT T jam FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW HEIGHTS LOT 28 12071 SW TU RNAGAI N DRIVE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#28 Contract No. : City: Tigard, OR 97223 Project Location: 12071 SW Turnagain Dr Date:3/11/2015 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/ft') 0.052 Area of Application(ft') 512 Coverage per Sprinkler(ft') 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) 32.3 Type of System Wet Volume-Entire System (gal) 7.1 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 28\Southview 28.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#28 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : DesignArea_1 .1610 15- 14 ,11 7 91. 12 7 8-- 22 18 4 .h119 1 ----. 136_ 2 1 S File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 28\Southview 28.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#28 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(gpm) 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) 32.3 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 28\Southview 28.tyc3 Date 3/11/2 01 5 Copyright©2002-2012 Tyco Fire Protection Products Page 3 . . . . ' . . . � . Job:Southview#28 Hydraulic Analysis for : DesignArea l ••^ Supply ~IIII- System Demand 70 - S IMMO 60- -_- ---_ '_-___�__ �__-�____-_-____ ________ - - 706_--~�~�. 50 - - -_ _'_- _- -- _-�� _ ---------------------- -~--~��= - 'Lw�m�w� Cn CL 41 - -------------------'-----'-------� �--�-------' - ----- --- -- ----- D2 s- I 41) CD~ 20-D1 ! ! 11 - _ — ______ _______________ ________________ ' ~ 0 Flow, gpm Fi|o:C:\UoomVsx|oy\Dooumens\Pn400ts\2015\Souhvie*Heights\Somhwewe8\Somhvimwuo.tyo3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job :Southview#28 Hydraulic Analysis for : DesignArea_1 Graph Labels Values Label Description 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 32.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 41.2 27.7 27.2 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) hi Overhead 256 4.9 0.052 13.4 7.5 0.052 13.4 7.5 Sprinkler Overhead h2 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 28\Southview 28.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#28 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psih gpm psi S 0 SUPPLY 32.3 -27.2 1 3 NODE 30.3 2 5 NODE 25.4 3 6.5 NODE 24.2 4 9 NODE 22.6 9 19 NODE 12 10 29 NODE 5.9 11 29 NODE 5.1 12 29 NODE 4.5 13 29 NODE 4.3 14 29 NODE 4.3 15 29 NODE 5 16 29 NODE 5.7 17 29 NODE 4.1 18 19 NODE 8 19 19 NODE 7.7 20 19 NODE 8.1 h1 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 8 19 NODE 13.3 7 19 NODE 14.3 6 9 NODE 20.4 5 9 NODE 21.4 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 28\Southview 28.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#28 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/i) (gpm) (in) (ft) (ft) (psi) (psi) hl 19 4.9 13.4 1 lx(BM.90)=5 1 150 7.5 19 19 13.4 1.101 5 0.0324 0 6 0.2 19 19 0 1 lx(BM.90)=5 2.83 150 7.7 18 19 13.4 1.101 5 0.0324 0 7.83 0.3 3 18 19 0 1 lx(BM.90)=5 10 150 8 17 29 13.4 1.101 5 0.0324 -4.3 15 0.5 17 29 0 1 lx(BM.Tee-Br)=5 1 150 4.1 13 29 13.4 1.101 5 0.0324 0 6 0.2 13 29 -0.6 1 lx(BM.Tee-Br)=5 2.33 150 4.3 12 29 12.8 1.101 5 0.0297 0 _ 7.33 0.2 12 29 0 1 lx(BM.Tee-Br)=5 13.5 150 4.5 11 29 12.8 1.101 5 0.0297 0 18.5 0.5 11 29 0 1 lx(BM.Tee-Br)=5 22.5 150 5.1 10 29 12.8 1.101 5 0.0297 0 27.5 0.8 10 29 14.4 1 ix(BM.Tee Br)=5 10 150 5.9 9 19 27.2 1.101 5 0.12 4.3 15 1.8 9 19 0 1 lx(BM.90)=5 5.33 150 12 8 19 27.2 1.101 5 0.12 0 10.33 1.2 8 19 0 1 lx(BM.90)=5 3.33 150 13.3 7 19 27.2 1.101 5 0.12 0 8.33 1 7 19 0 1 lx(BM.90)=5 10 150 14.3 6 9 27.2 1.101 5 0.12 4.3 15 1.8 6 9 0 1 lx(BM.90)=5 3 150 20.4 5 9 27.2 1.101 5 0.12 0 8 1 5 9 0 1 lx(BM.90)=5 5.33 150 21.4 4 9 27.2 1.101 5 0.12 0 • 10.33 1.2 4 9 0 1 lx(coupling)=1.91 2.5 150 22.6 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 24.2 2 5 27.2 1.049 1 0.2296 0.6 2.5 0.6 2 5 0 1 2 0 25.4 Ames2000B ' 1 3 27.2 0 0 2.0022 0.9 2 4 1 3 0 1 3 120 30.3 S 0 27.2 1.049 0 0.2296 1.3 3 0.7 h2 19 4.9 13.8 1 lx(BM.90)=5 1 150 7.9 20 19 13.8 1.101 5 0.0341 0 6 0.2 ©2006 National Fire Protection Association Page 7 Job name:Southview#28 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) 20 19 0 1 1x(BM.Tee-Br)=5 10 150 8.1 14 29 13.8 1.101 5 0.0341 -4.3 15 0.5 14 29 0.6 1 1x(BM.Tee-Br)=5 13.17 150 4.3 15 29 14.4 1.101 5 0.037 0 18.17 0.7 15 29 0 1 lx(BM.90)=5 13.5 150 5 16 29 14.4 1.101 5 0.037 0 18.5 0.7 16 29 0 1 lx(BM.Tee-Br)=5 1.17 150 5.7 10 29 14.4 1.101 5 0.037 0 6.17 0.2 13 29 0 1 1x(BM.Tee-Run)=1 8.17 150 4.3 14 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