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Report (30) fP5,20/ OCL'J / s2 a SG./ i%1/(19 RECEIVED ✓��k/ JAN 6 2016 ?Ic,•,, CITY OFTIGARD ' • YAF T�`UILUINGfD1VISI0N FIRE PROTECTION, INC. 9095 S.W. Burnham 4 Tigard, OR 97223 4 SOUTHVIEW LOT #1 12230 SW HARVEY'S VIEW ST TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS r HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#1 Contract No.: City: Tigard, OR 97223 Project Location: 15230 SW Harveys View Ave Date:1/4/2016 Contractor Information Name of Contractor. Wyatt Fire Protection j 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 Kitchen 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(ind.Hose Streams)(gpm) 26.4 Required Pressure at Source(psi) 25.4 Type of System Wet Volume-Entire System (gal) 3.2 gal Water Supply Information Date 12/15/2014 4 Location Source Public Suppy } Notes File:W:\Max\Southview 1\Southview 1.tyc3 Date 1/4/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#1 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Kitchen 3.------ ....,.. ......, --.... ----., ---ig2 ... ...., ,.. ...------ ... .... --, g .-------- 2 -..•••••••• ------Af . --.... . ........----- ....... .1 •-... -------- src 1 File:W:\Max\Southview 1\Southview 1.tyc3 Date 1/4/2016 Copyright @ 2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#1 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 :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) 25.4 Base of Riser-Flow(gpm) 26.4 Demand w/o System Pump(s) N/A 4 File:W:\Max\Southview 1\Southview 1.tyc3 Date 1/4/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 • .. Job:Southview#1 Hydraulic Analysis for : Kitchen f Supply -U. System Demand 70 S1 60 50 ® 46.706 4 C. 40 _ a.► L y 3p -- CL 20 1 D1 0 0 400 500 600 700 800 900 1000 1100 1200 130C Flow. gpm File:W:\Max\Southview 1\Southview 1.tyc3 Date 1/4/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#1 Hydraulic Analysis for : Kitchen Graph Labels Values Label Description Flow (gpm) Pressure (psi) Si Supply point#1-Static 0 60 S2 Supply point#2-Residual 1230 48 D1 Elevation Pressure 0 4.3 D2 System Demand 26.4 25.4 • Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure(psi) Flow (gpm) s Pressure (psi) @ Flow (gpm) Supply 60 44.6 34.6 26.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftZ) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h1 Overhead 256 4.9 0.051 13 7 0.052 13.4 7.4 Sprinkler h2 Overhead 256 4.9 0.051 13 7 0.051 13 7 Sprinkler i File:W:\Max\Southview 1\Southview 1.tyc3 Date 1/4/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#1 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/psis/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm srcl Supply -26.4 25.4 0 SUPPLY 0 1 Node 23.5 3 NODE -1.3 1 2 Node 18.6 5 NODE -2.2 3 Node 14.8 10.5 NODE -4.5 4 Node 14.1 10.5 NODE -4.5 5 Node 9.9 10.5 NODE -4.5 6 Node 7.4 10.5 NODE -4.5 8 Node 7 10.5 NODE -4.5 hl Overhead Sprinkler 4.9 13.4 256 7.4 7 10 HEAD Open 0.4 0.052 -4.3 13 h2 Overhead Sprinkler 4.9 13 256 7 7 10 HEAD Open 0 0.051 -4.3 13 File:W:\Max\Southview 1\Southview 1.tyc3 Date 1/4/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 • Job name:Southview#1 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) h2 10 4.9 13 1 lx(BM.90)=5 0.5 150 7 8 10.5 13 1.101 5 0.0305 -0.2 5.5 0.2 8 10.5 0 1 lx(BM.Tee-Run)=1 12.33 150 7 6 10.5 13 1.101 1 0.0305 0 13.33 0.4 ' 6 10.5 13.4 1 2x(fm.Tee-Run)=3.82 13.67 150 7.4 5 10.5 26.4 1.101 lx(BM.Tee-Br)=5 8.82 0.113 0 22.49, 2.5 5 10.5 0 1 2x(fm.Tee-Run)=3.82 28.17 150 9.9 4 10.5 26.4 1.101 lx(BM.90)=5 8.82 0.113 0 36.99 4.2 4 10.5 0 1 lx(us.90)=3.82 2 150 14.1 3 10.5 26.4 1.101 3.82 0.113 0 5.82 0.7 , 3 10.5 0 1 lx(coupling)=1 5.5 120 14.8 2 5 26.4 1.049 1 0.2163 2.4 6.5 1.4 2 5 0 1 2 0 18.6 Ames2000B 1 3 26.4 0 0 2.0084 0.9 2 4 1 3 0 1 3 120 23.5 srcl 0 26.4 1.049 0 0.2163 1.3 3 0.6 h1 10 4.9 13.4 1 lx(BM.Tee-Br)=5 0.5 150 7.4 6 10.5 13.4 1.101 5 0.0321 -0.2 5.5 0.2 * Discharge shown for flowing nodes only I ©2006 National Fire Protection Association Page 7