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Specifications RECEIVED fPs97--0/ 6,-col JUN 1 6 2016 CITY OF TIGARD ,,•.; .•. BUILDING DIVISION ,. ii . . . . .. WYAT T f , pte FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SANDBURG CENTER 6825 SW SANDBURG STREET TIGARD, OREGON 97223 �(1 ) P R()Fess Isco �;GINE /0 7 1 2089 P/..7 �r Fs ��� 26V, t� ity of Tigard OREGON t • •: •v-d Plans �Li,9 ' A9g3 , B !�' Date7.111‘ �iqN c.20' 01-5° 23 Jun 14, 2016 EXPIRES: 12/31/2016 OFFICE COPY FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRANT FLOW REQUEST FORM PROJECT: CITY OF TIGARD ADDRESS: 6960 SW SANDBERG ST TIGARD OR CROSS STREET: FLOW HYDRANT LOCATION: 6825 SW SANDBERG ST STATIC: 74 RESIDUAL: 65 GPM: 1350. CALCULATED AT 20 PSI =4431 GPM DATED: 04.23.14 MONITOR HYDRANT LOCATION: 6955 SW SANDBERG ST STATIC: 74 RESIDUAL: 68 GPM: DATED: 04.23.14 HYDRAULIC CALCULATIONS for Job Information Project Name:Sandburg Center Contract No.:C16-1082 City: Tigard, OR 97223 Project Location: 6825 SW Sandburg St Date:6/10/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham St 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 1st Fir Conference Remote Area Location Occupancy Classification Commercial_Light Density(gpm/ft2) 0.1 Area of Application(ft2) 1600 Coverage per Sprinkler(ft2) 400 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(ind.Hose Streams)(gpm) 263.2 Required Pressure at Source(psi) 65.1 Type of System Wet Volume-Entire System (gal) 389.5 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Sandburg Center Hydraulic Analysis for : 1st Fir Conference 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(ppm) Pressure(psi) 0 74 1350 65 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) t ' Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 163.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 163.2 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 65.1 Base of Riser-Flow(gpm) 163.2 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 I I ( X I. Job:Sandburg Center Hydraulic Analysis for : 1st Fir Conference r (-supply -r syssteem0lWnaid It Md.Oil.i-bse I a) s • • 70 . jr �i , I • • f j 4 , 7 { I r. I{ ' . j. I y I I € l, s .. , I 0 400 500 f)0 700 800 900 1000 1100 1200 1300 1400 1500 Flout gpm i ___________— File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Sandburg Center Hydraulic Analysis for : 1st Fir Conference Graph Labels Label Description Values Flow(gpm) Pressure (psi) S1 Supply point#1-Static 0 74 S2 Supply point#2-Residual 1350 65 D1 Elevation Pressure 0 5.4 D2 System Demand 163.2 65.1 D3 System Demand+Add.Out.Hose 263.2 65.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm)_ Supply 73.8 175.6 8.4 263.2 Open Heads r' Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h101 Overhead 400 5.6 0.1 60 51 0.1 40 51 Sprinkler h103 Overhead 400 5.6 0.1 60 51 0.103 41 53.7 Sprinkler h104 Overhead 400 5.6 0.1 60 51 0.103 41 53.7 Sprinkler h102 Overhead 400 5.6 0.1 60 51 0.103 41.1 53.8 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job name:Sandburg Center 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) h101 9.5 5.6 40 1 lx(us.Tee-Br)=5.95 4.5 120 51 109 9.5 40 1.087 5.95 0.3936 0 10.45 4.1 109 9.5 41.5 2 7.58 120 55.1 n194 9.5 81.5 2.207 0 0.0468 0 7.58 0.4 _ n194 9.5 -13.3 3 2x(us.Tee-Br)=43.68 66.79 120 55.5 n193 9.5 68.2 3.314 43.68 0.0046 0 110.47 0.5 n193 9.5 13.3 4 1x(us.Tee-Br)=28 2.5 120 56 103 9.5 81.5 4.314 28 0.0018 0 30.5 0.1 103 9.5 81.6 4 lx(us.90)=14 10.25 120 56.1 101 9.5 163.2 4.314 14 0.0065 0 24.25 0.2 101 9.5 0 4 lx(coupling)=1.4 9 120 56.2 5 0.5 163.2 4.314 1.4 0.0065 3.9 10.4 0.1 5 0.5 0 4 lx(us.90)=18.33 3.5 140 60.2 4 -3 163.2 4.3 18.33 0.0049 1.5 21.83 0.1 _ 4 -3 0 4 lx(us.90)=18.33 13 140 61.8 3 -3 163.2 4.3 18.33 0.0049 0 31.33 0.2 3 -3 0 4 lx(coupling)=1.83 56 140 62 2 -3 163.2 4.3 1.83 0.0049 0 57.83 0.3 2 -3 0 4 2.5 0 62.2 Zurn Wilkins 1 -3 163.2 0 0 1.0854 0 350DA 2.5 2.7 1 -3 0 4 35 140 65 S -3 163.2 4.3 0 0.0049 0 35 0.2 _ h103 9.5 5.6 41 2 1x(us.90)=6.88 3.87 120 53.7 115 9.5 37.4 2.207 6.88 0.0111 0 10.75 0.1 115 9.5 0 2 1x(us.90)=6.88 1.08 120 53.8 114 9.5 37.4 2.207 6.88 0.0111 0 7.96 0.1 114 9.5 0 2 lx(us.Tee-Br)=13.76 4.71 120 53.9 113 9.5 37.4 2.207 13.76 0.0111 0 18.47 0.2 _ 113 9.5 41.1 2 lx(us.90)=6.88 3.75 120 54.1 112 9.5 78.5 2.207 6.88 0.0436 0 10.63 0.5 112 9.5 0 2 4.17 120 54.6 111 9.5 78.5 2.207 0 0.0436 0 4.17 0.2 _ 111 9.5 -20 2 13 120 54.8 110 9.5 58.5 2.207 0 0.0253 0 13 0.3 110 9.5 -17 2 2.84 120 55.1 109 9.5 41.5 2.207 0 0.0134 0 2.84 0.0 ©2006 National Fire Protection Association Page 5 Job name:Sandburg Center 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) h103 9.5 5.6 41 2 20 120 53.7 h104 9.5 5.6 3.6 2.207 0 0.0001 0 20 0 h104 9.5 5.6 41 2 lx(us.90)=6.88 3.92 120 53.7 116 9.5 44.7 2.207 6.88 0.0153 0 10.8 0.2 _ 116 9.5 0 2 lx(us.90)=6.88 8.5 120 53.9 117 9.5 44.7 2.207 6.88 0.0153 0 15.38 0.2 117 9.5 0 2 lx(us.90)=6.88 1.08 120 54.1 118 9.5 44.7 2.207 6.88 0.0153 0 7.96 0.1 118 9.5 0 2 lx(us.Tee-Br)=13.76 2 120 54.2 119 9.5 44.7 2.207 13.76 0.0153 0 15.76 0.2 119 9.5 0 2 lx(us.Tee-Br)=13.76 9.62 120 54.5 120 9.5 44.7 2.207 13.76 0.0153 0 23.38 0.4 _ 120 9.5 0 2 lx(us.90)=6.88 10.12 120 54.8 121 9.5 44.7 2.207 6.88 0.0153 0 17 0.3 _ 121 9.5 0 2 lx(us.90)=6.88 3.71 120 55.1 122 9.5 44.7 2.207 6.88 0.0153 0 10.59 0.2 122 9.5 0 2 lx(us.Tee-Br)=13.76 13 120 55.3 257 22.5 44.7 2.207 13.76 0.0153 -5.6 26.76 0.4 257 22.5 -16.9 2 lx(us.Tee-Br)=13.76 5.86 120 50 211 22.5 27.8 2.207 13.76 0.0064 0 19.62 0.1 211 22.5 -12.9 2 lx(us.90)=6.88 35.09 120 50.2 213 22.5 14.9 2.207 6.88 0.002 0 41.97 0.1 213 22.5 0 3 21.5 120 50.2 214 22.5 14.9 3.314 0 0.0003 0 21.5 0 214 22.5 0 3 lx(us.Tee-Br)=21.84 24.5 120 50.3 203 22.5 14.9 3.314 21.84 0.0003 0 46.34 0.0 203 22.5 12.9 3 lx(us.Tee-Br)=21.84 5.6 120 50.3 202 22.5 27.8 3.314 21.84 0.0009 0 27.44 0.0 202 22.5 16.9 4 1x(us.90)=14 4.37 120 50.3 201 22.5 44.7 4.314 14 0.0006 0 18.37 0.0 201 22.5 0 4 lx(us.90)=14 13 120 50.3 107 9.5 44.7 4.314 14 0.0006 5.6 27 0.0 107 9.5 0 4 lx(us.Tee-Br)=28 15.77 120 55.9 106 9.5 44.7 4.314 28 0.0006 0 43.77 0.0 106 9.5 0 4 2.98 120 56 105 9.5 44.7 4.314 0 0.0006 0 2.98 0 02006 National Fire Protection Association Page 6 Job name:Sandburg Center 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) 105 9.5 20 4 13 120 56 104 9.5 64.6 4.314 0 0.0012 0 13 0.0 104 9.5 17 4 1x(us.Tee-Br)=28 7.92 120 56 103 9.5 81.6 4.314 28 0.0018 0 35.92 0.1 h102 9.5 5.6 41.1 1 0.75 120 53.8 113 9.5 41.1 1.087 0 0.4135 0 0.75 0.3 n194 9.5 0 3 lx(us.Tee-Br)=21.84 2.5 120 55.5 108 9.5 13.3 3.314 21.84 0.0002 0 24.34 0 108 9.5 0 1.5 lx(us.Tee-Br)=9.02 66.79 120 55.5 102 9.5 13.3 1.65 9.02 0.0067 0 75.81 0.5 102 9.5 0 4 2.5 120 56 n193 9.5 13.3 4.314 0 0.0001 0 2.5 0 111 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 54.8 105 9.5 20 1.65 18.03 0.0143 0 84.82 1.2 110 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 55.1 104 9.5 17 1.65 18.03 0.0106 0 84.82 0.9 257 22.5 0 2 7.45 120 50 256 22.5 16.9 2.125 0 0.0031 0 7.45 0.0 256 22.5 -7.1 1.5 1x(us.Tee-Br)=9.02 7.62 120 50.1 272 22.5 9.8 1.65 9.02 0.0038 0 16.64 0.1 272 22.5 -2.1 1.5 1.77 120 50.1 289 22.5 7.7 1.65 0 0.0024 0 1.77 0 289 22.5 -1.9 1.5 7.51 120 50.1 305 22.5 5.8 1.65 0 0.0014 0 7.51 0.0 ` 305 22.5 -2 1.5 1x(us.90)=4.51 12.02 120 50.1 315 22.5 3.8 1.65 lx(us.Tee-Br)=9.02 13.52 0.0006 0 25.54 0.0 315 22.5 0 1.5 lx(us.Tee-Br)=9.02 36.5 120 50.2 314 22.5 3.8 1.65 9.02 0.0006 0 45.52 0.0 314 22.5 0 1.5 lx(us.90)=4.51 41.95 120 50.2 309 22.5 3.8 1.65 4.51 0.0006 0 46.46 0.0 309 22.5 0 1.5 lx(us.90)=4.51 1.25 120 50.2 308 23.75 3.8 1.65 4.51 0.0006 -0.5 5.76 0 308 23.75 0 1.5 lx(us.90)=4.51 3 120 49.7 307 23.75 3.8 1.65 4.51 0.0006 0 7.51 0 307 23.75 0 1.5 1x(us.90)=4.51 1.25 120 49.7 306 22.5 3.8 1.65 4.51 0.0006 0.5 5.76 0 ©2006 National Fire Protection Association Page 7 Job name:Sandburg Center 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/z) (gpm) (in) (ft) (ft) (psi) (psi) 306 22.5 0 1.5 1x(us.Tee-Br)=9.02 9.96 120 50.2 249 22.5 3.8 1.65 9.02 0.0006 0 18.98 0.0 249 22.5 13.1 2 lx(us.Tee-Br)=11.44 5.1 120 50.2 202 22.5 16.9 2.125 11.44 0.0031 0 16.54 0.1 211 22.5 0 2 lx(us.90)=6.88 1.92 120 50.2 210 22.5 12.9 2.207 6.88 0.0015 0 8.8 0.0 210 22.5 0 2 1x(us.90)=6.88 46 120 50.2 205 22.5 12.9 2.207 6.88 0.0015 0 52.88 0.1 - 205 22.5 0 3 37 120 50.3 203 22.5 12.9 3.314 0 0.0002 0 37 0 256 22.5 0 2 2x(us.Tee-Br)=22.89 18.41 120 50.1 255 22.5 7.1 2.125 22.89 0.0006 0 41.3 0.0 255 22.5 0 2 lx(us.Tee-Br)=11.44 75.29 120 50.1 253 22.5 7.1 2.125 11.44 0.0006 0 86.73 0.1 253 22.5 0 2 lx(us.Tee-Br)=11.44 64.19 120 50.1 250 22.5 7.1 2.125 11.44 0.0006 0 75.63 0.0 250 22.5 6 2 lx(us.Tee-Br)=11.44 15.98 120 50.2 249 22.5 13.1 2.125 11.44 0.0019 0 27.42 0.1 272 22.5 0 1.5 lx(us.90)=4.51 2.87 120 50.1 271 22.5 2.1 1.65 4.51 0.0002 0 7.38 0 271 22.5 0 1.5 lx(us.90)=4.51 4.63 120 50.1 270 22.5 2.1 1.65 4.51 0.0002 0 9.14 0 270 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.32 120 50.1 269 22.5 2.1 1.65 9.02 0.0002 0 34.34 0 269 22.5 0 1.5 lx(us.Tee-Br)=9.02 96.71 120 50.1 268 22.5 2.1 1.65 9.02 0.0002 0 105.73 0.0 268 22.5 0 1.5 lx(us.Tee-Br)=9.02 75.97 120 50.2 267 22.5 2.1 1.65 9.02 0.0002 0 84.99 0.0 267 22.5 0 1.5 lx(us.Tee-Br)=9.02 9.17 120 50.2 266 22.5 2.1 1.65 9.02 0.0002 0 18.19 0 266 22.5 3.9 2 lx(us.Tee-Br)=13.76 2 120 50.2 250 22.5 6 2.207 13.76 0.0004 0 15.76 0 289 22.5 0 1.5 2x(us.Tee-Br)=18.03 11.99 120 50.1 288 22.5 1.9 1.65 18.03 0.0002 0 30.02 0 288 22.5 0 1.5 lx(us.90)=4.51 63.51 120 50.1 287 22.5 1.9 1.65 4.51 0.0002 0 68.02 0.0 ©2006 National Fire Protection Association Page 8 Job name:Sandburg Center 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) 287 22.5 0 1.5 1x(us.90)=4.51 1.25 120 50.1 286 23.75 1.9 1.65 4.51 0.0002 -0.5 5.76 0 286 23.75 0 1.5 lx(us.90)=4.51 3 120 49.6 1 285 23.75 1.9 1.65 4.51 0.0002 0 7.51 0 285 23.75 0 1.5 lx(us.90)=4.51 1.25 120 49.6 284 22.5 1.9 1.65 4.51 0.0002 0.5 5.76 0 284 22.5 0 1.5 1x(us.Tee-Br)=9.02 3.5 120 50.1 283 22.5 1.9 1.65 9.02 0.0002 0 12.52 0 283 22.5 0 1.5 lx(us.90)=4.51 54.67 120 50.1 282 22.5 1.9 1.65 4.51 0.0002 0 59.18 0.0 282 22.5 0 1.5 lx(us.90)=4.51 1.25 120 50.2 281 23.75 1.9 1.65 4.51 0.0002 -0.5 5.76 0 281 23.75 0 1.5 lx(us.90)=4.51 3 120 49.6 280 23.75 1.9 1.65 4.51 0.0002 0 7.51 0 280 23.75 0 1.5 lx(us.90)=4.51 1.25 120 49.6 279 22.5 1.9 1.65 4.51 0.0002 0.5 5.76 0 279 22.5 0 1.5 lx(us.90)=4.51 8.29 120 50.2 278 22.5 1.9 1.65 4.51 0.0002 0 12.8 0 278 22.5 0 1.5 lx(us.90)=4.51 1.25 120 50.2 277 23.75 1.9 1.65 4.51 0.0002 -0.5 5.76 0 277 23.75 0 1.5 lx(us.90)=4.51 3 120 49.6 276 23.75 1.9 1.65 4.51 0.0002 0 7.51 0 r 276 23.75 0 1.5 lx(us.90)=4.51 1.25 120 49.6 275 22.5 1.9 1.65 4.51 0.0002 0.5 5.76 0 275 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.94 120 50.2 274 22.5 1.9 1.65 9.02 0.0002 0 34.96 0 274 22.5 0 2 13 120 50.2 273 22.5 1.9 2.207 0 0.0000 0 13 0 273 22.5 2 2 11 120 50.2 266 22.5 3.9 2.207 0 0.0002 0 11 0 305 22.5 0 1.5 lx(us.90)=4.51 51.51 120 50.1 304 22.5 2 1.65 4.51 0.0002 0 56.02 0.0 304 22.5 0 1.5 lx(us.90)=4.51 46 120 50.1 299 22.5 2 1.65 4.51 0.0002 0 50.51 0.0 299 22.5 0 1.5 lx(us.90)=4.51 1.25 120 50.2 298 23.75 2 1.65 4.51 0.0002 -0.5 5.76 0 ©2006 National Fire Protection Association Page 9 Job name:Sandburg Center 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) 298 23.75 0 1.5 lx(us.90)=4.51 3 120 49.6 297 23.75 2 1.65 4.51 0.0002 0 7.51 0 297 23.75 0 1.5 lx(us.90)=4.51 1.25 120 49.6 296 22.5 2 1.65 4.51 0.0002 0.5 5.76 0 296 22.5 0 1.5 lx(us.90)=4.51 2 120 50.2 295 22.5 2 1.65 4.51 0.0002 0 6.51 0 295 22.5 0 1.5 lx(us.90)=4.51 5.97 120 50.2 293 22.5 2 1.65 4.51 0.0002 0 10.48 0 _ 293 22.5 0 1.5 lx(us.90)=4.51 1.25 120 50.2 292 23.75 2 1.65 4.51 0.0002 -0.5 5.76 0 292 23.75 0 1.5 lx(us.90)=4.51 3 120 49.6 291 23.75 2 1.65 4.51 0.0002 0 7.51 0 291 23.75 0 1.5 lx(us.90)=4.51 1.25 120 49.6 290 22.5 2 1.65 4.51 0.0002 0.5 5.76 0 290 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.94 120 50.2 273 22.5 2 1.65 9.02 0.0002 0 34.96 0 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 10 HYDRAULIC CALCULATIONS for Job Information Project Name:Sandburg Center Contract No.:C16-1082 City: Tigard, OR 97223 Project Location: 6825 SW Sandburg St Date:6/10/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Burnham St 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 2nd Fllr South Remote Area Location Occupancy Classification Commercial_Light Density(gpm/ft2) 0.1 Area of Application(ft2) 1960 Coverage per Sprinkler(ft2) 196 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 307.8 Required Pressure at Source(psi) 41.8 Type of System Wet Volume-Entire System (gal) 391.8 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Sandburg Center Hydraulic Analysis for : 2nd FlIr South 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(ppm) Pressure(psi) 0 74 1350 65 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) A Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 207.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 207.8 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 41.8 Base of Riser-Flow(gpm) 207.8 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 12 r e Job:Sandburg Center Hydraulic Analysis for : 2nd FlIr South I:*Supply -wt SystemOerrvnd Add.0.t.}bse I E S1 I } I. • kp I 70 C+++ LEM B0. i. ' 1S a. D2 Chi • 3 •1 30 ' 1 • f • I • ' ' I, xi t i 1 i 0 x 0 400 500 COO 700 800 9)0 1000 1130 12100 1330 1400 1500 I Flow,gpm File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:Sandburg Center Hydraulic Analysis for : 2nd FlIr South Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1-Static 0 74 S2 Supply point#2-Residual 1350 65 D1 Elevation Pressure 0 10.8 D2 System Demand 207.8 41.8 D3 System Demand+Add.Out.Hose 307.8 41.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 73.4 303.9 31.6 307.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h235 Overhead 196 5.6 0.1 29.4 12.3 0.114 22.3 15.9 Sprinkler h236 Overhead 196 5.6 0.1 29.4 12.3 0.111 21.7 15.1 Sprinkler h237 Overhead 196 5.6 0.1 29.4 12.3 0.11 21.6 14.9 Sprinkler h238 Overhead 196 5.6 0.1 29.4 12.3 0.102 20.1 12.8 Sprinkler h239 Overhead 196 5.6 0.1 29.4 12.3 0.1 19.6 12.2 Sprinkler h230 Overhead 196 5.6 0.1 29.4 12.3 0.112 22 15.4 Sprinkler h231 Overhead 196 5.6 0.1 29.4 12.3 0.102 20 12.8 - Sprinkler h232 Overhead 196 5.6 0.1 29.4 12.3 0.104 20.3 13.1 Sprinkler h233 Overhead 196 5.6 0.1 29.4 12.3 0.102 20 12.7 Sprinkler h234 Overhead 196 5.6 0.1 29.4 12.3 0.103 20.2 13 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job name:Sandburg Center 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'/a) (gpm) (in) (ft) (ft) (psi) (psi) 101 9.5 0 4 lx(coupling)=1.4 9 120 32.4 5 0.5 207.8 4.314 1.4 0.0101 3.9 10.4 0.1 5 0.5 0 4 lx(us.90)=18.33 3.5 140 36.4 4 -3 207.8 4.3 18.33 0.0077 1.5 21.83 0.2 4 -3 0 4 lx(us.90)=18.33 13 140 38.1 3 -3 207.8 4.3 18.33 0.0077 0 31.33 0.2 3 -3 0 4 lx(coupling)=1.83 56 140 38.3 2 -3 207.8 4.3 1.83 0.0077 0 57.83 0.4 2 -3 0 4 2.5 0 38.7 Zurn Wilkins 1 -3 207.8 0 0 1.1187 0 350DA 2.5 2.8 1 -3 0 4 35 140 41.5 S -3 207.8 4.3 0 0.0077 0 35 0.3 103 9.5 35.8 4 lx(us.90)=14 10.25 120 32.1 101 9.5 207.8 4.314 14 0.0101 0 24.25 0.2 104 9.5 -2.5 4 lx(us.Tee-Br)=28 7.92 120 31.9 103 9.5 171.9 4.314 28 0.0071 0 35.92 0.3 105 9.5 -1 4 13 120 31.8 104 9.5 174.5 4.314 0 0.0073 0 13 0.1 106 9.5 0 4 2.98 120 31.7 105 9.5 175.5 4.314 0 0.0074 0 2.98 0.0 107 9.5 0 4 lx(us.Tee-Br)=28 15.77 120 31.4 106 9.5 175.5 4.314 28 0.0074 0 43.77 0.3 201 22.5 0 4 1x(us.90)=14 13 120 25.6 107 9.5 175.5 4.314 14 0.0074 5.6 27 0.2 - 108 9.5 0 1.5 lx(us.Tee-Br)=9.02 66.79 120 32 102 9.5 5.8 1.65 9.02 0.0015 0 75.81 0.1 104 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 31.9 110 9.5 2.5 1.65 18.03 0.0003 0 84.82 0.0 105 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 31.8 111 9.5 1 1.65 18.03 0.0001 0 84.82 0 111 9.5 1 2 13 120 31.8 110 9.5 33.3 2.207 0 0.0089 0 13 0.1 112 9.5 0 2 4.17 120 31.7 111 9.5 32.3 2.207 0 0.0084 0 4.17 0.0 113 9.5 0 2 lx(us.90)=6.88 3.75 120 31.6 112 9.5 32.3 2.207 6.88 0.0084 0 10.63 0.1 ©2006 National Fire Protection Association Page 15 Job name:Sandburg Center 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) 114 9.5 0 2 lx(us.Tee-Br)=13.76 4.71 120 31.5 113 9.5 32.3 2.207 13.76 0.0084 0 18.47 0.2 115 9.5 0 2 lx(us.90)=6.88 1.08 120 31.4 114 9.5 32.3 2.207 6.88 0.0084 0 7.96 0.1 116 9.5 0 2 lx(us.90)=6.88 27.79 120 31.1 115 9.5 32.3 2.207 6.88 0.0084 0 34.67 0.3 117 9.5 0 2 1x(us.90)=6.88 8.5 120 31 116 9.5 32.3 2.207 6.88 0.0084 0 15.38 0.1 118 9.5 0 2 lx(us.90)=6.88 1.08 120 30.9 117 9.5 32.3 2.207 6.88 0.0084 0 7.96 0.1 119 9.5 0 2 lx(us.90)=6.88 2 120 30.9 118 9.5 32.3 2.207 6.88 0.0084 0 8.88 0.1 120 9.5 0 2 lx(us.Tee-Br)=13.76 9.62 120 30.7 119 9.5 32.3 2.207 13.76 0.0084 0 23.38 0.2 121 9.5 0 2 lx(us.Tee-Br)=13.76 10.12 120 30.5 120 9.5 32.3 2.207 13.76 0.0084 0 23.88 0.2 122 9.5 0 2 1x(us.90)=6.88 3.71 120 30.4 121 9.5 32.3 2.207 6.88 0.0084 0 10.59 0.1 257 22.5 0 2 lx(us.90)=6.88 13 120 24.5 122 9.5 32.3 2.207 lx(us.Tee-Br)=13.76 20.64 0.0084 5.6 33.64 0.3 202 22.5 117.2 4 1x(us.90)=14 4.37 120 25.5 201 22.5 175.5 4.314 14 0.0074 0 18.37 0.1 - 203 22.5 27.1 3 lx(us.Tee-Br)=21.84 5.6 120 25.4 202 22.5 58.3 3.314 21.84 0.0035 0 27.44 0.1 205 22.5 0 3 37 120 25.3 203 22.5 27.1 3.314 0 0.0008 0 37 0.0 210 22.5 0 2 1x(us.90)=6.88 46 120 25 205 22.5 27.1 2.207 6.88 0.0061 0 52.88 0.3 211 22.5 0 2 lx(us.90)=6.88 1.92 120 25 210 22.5 27.1 2.207 6.88 0.0061 0 8.8 0.1 257 22.5 -32.3 2 lx(us.Tee-Br)=13.76 5.86 120 24.5 211 22.5 58.3 2.207 13.76 0.0251 0 19.62 0.5 211 22.5 -27.1 2 lx(us.90)=6.88 35.09 120 25 213 22.5 31.2 2.207 6.88 0.0079 0 41.97 0.3 214 22.5 0 3 lx(us.Tee-Br)=21.84 24.5 120 25.3 203 22.5 31.2 3.314 21.84 0.0011 0 46.34 0.1 ©2006 National Fire Protection Association Page 16 Job name:Sandburg Center 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) 213 22.5 0 3 21.5 120 25.3 214 22.5 31.2 3.314 0 0.0011 0 21.5 0.0 249 22.5 66.8 2 lx(us.Tee-Br)=11.44 5.1 120 23.6 202 22.5 117.2 2.125 11.44 0.1101 0 16.54 1.8 250 22.5 -25.1 2 2x(us.Tee-Br)=22.89 15.98 120 22.7 249 22.5 50.4 2.125 22.89 0.023 0 38.87 0.9 250 22.5 0 2 lx(us.Tee-Br)=11.44 64.19 120 22.7 253 22.5 25.1 2.125 11.44 0.0063 0 75.63 0.5 253 22.5 0 2 lx(us.Tee-Br)=11.44 75.29 120 23.2 255 22.5 25.1 2.125 11.44 0.0063 0 86.73 0.5 256 22.5 25.1 2 7.45 120 24 257 22.5 90.6 2.125 0 0.0683 0 7.45 0.5 255 22.5 0 2 lx(us.Tee-Br)=11.44 18.41 120 23.8 256 22.5 25.1 2.125 11.44 0.0063 0 29.85 0.2 306 22.5 0 1.5 lx(us.Tee-Br)=9.02 9.96 120 21.1 249 22.5 66.8 1.65 9.02 0.1335 0 18.98 2.5 307 23.75 0 1.5 lx(us.90)=4.51 1.25 120 19.8 306 22.5 66.8 1.65 4.51 0.1335 0.5 5.76 0.8 308 23.75 0 1.5 lx(us.90)=4.51 3 120 18.8 307 23.75 66.8 1.65 4.51 0.1335 0 7.51 1 309 22.5 0 1.5 1x(us.90)=4.51 1.25 120 18.6 308 23.75 66.8 1.65 4.51 0.1335 -0.5 5.76 0.8 310 22.5 22.3 1.5 lx(us.90)=4.51 2.6 120 17.6 309 22.5 66.8 1.65 4.51 0.1335 0 7.11 0.9 - 311 22.5 21.7 1.5 11.02 120 16.9 310 22.5 44.5 1.65 0 0.0628 0 11.02 0.7 312 22.5 1.2 1.5 12 120 16.7 311 22.5 22.8 1.65 0 0.0181 0 12 0.2 313 22.5 0 1.5 8.98 120 16.7 312 22.5 1.2 1.65 0 0.0001 0 8.98 0 313 22.5 -1.2 1.5 lx(us.Tee-Br)=9.02 7.35 120 16.7 314 22.5 38.5 1.65 9.02 0.048 0 16.37 0.8 314 22.5 0 1.5 1x(us.90)=4.51 36.5 120 17.5 315 22.5 38.5 1.65 4.51 0.048 0 41.01 2 315 22.5 0 1.5 12.02 120 19.5 305 22.5 38.5 1.65 0 0.048 0 12.02 0.6 ©2006 National Fire Protection Association Page 17 Job name:Sandburg Center 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/psiy2) (gpm) (in) (ft) (ft) (psi) (psi) 272 22.5 -9 1.5 lx(us.Tee-Br)=9.02 7.62 120 21.8 256 22.5 65.5 1.65 9.02 0.1286 0 16.64 2.1 289 22.5 -8.3 1.5 1.77 120 21.5 272 22.5 74.5 1.65 0 0.1632 0 1.77 0.3 305 22.5 44.3 1.5 7.51 120 20 289 22.5 82.8 1.65 0 0.1984 0 7.51 1.5 266 22.5 9 2 2 120 22.7 250 22.5 75.4 2.207 0 0.0405 0 2 0.1 273 22.5 8.3 2 11 120 22.3 266 22.5 66.4 2.207 0 0.032 0 11 0.4 274 22.5 0 2 13 120 22.3 273 22.5 8.3 2.207 0 0.0007 0 13 0 290 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.94 120 18.7 273 22.5 58.1 1.65 9.02 0.103 0 34.96 3.6 275 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.94 120 22.2 274 22.5 8.3 1.65 9.02 0.0028 0 34.96 0.1 276 23.75 0 1.5 1x(us.90)=4.51 1.25 120 21.6 275 22.5 8.3 1.65 4.51 0.0028 0.5 5.76 0.0 291 23.75 0 1.5 lx(us.90)=4.51 1.25 120 17.6 290 22.5 58.1 1.65 4.51 0.103 0.5 5.76 0.6 277 23.75 0 1.5 lx(us.90)=4.51 3 120 21.6 276 23.75 8.3 1.65 4.51 0.0028 0 7.51 0.0 - 292 23.75 0 1.5 lx(us.90)=4.51 3 120 16.8 291 23.75 58.1 1.65 4.51 0.103 0 7.51 0.8 293 22.5 0 1.5 lx(us.90)=4.51 1.25 120 16.7 292 23.75 58.1 1.65 4.51 0.103 -0.5 5.76 0.6 294 22.5 22 1.5 lx(us.90)=4.51 2.62 120 16 293 22.5 58.1 1.65 4.51 0.103 0 7.13 0.7 295 22.5 0 1.5 3.35 120 15.9 294 22.5 36.1 1.65 0 0.0427 0 3.35 0.1 296 22.5 0 1.5 lx(us.90)=4.51 2 120 15.6 295 22.5 36.1 1.65 4.51 0.0427 0 6.51 0.3 297 23.75 0 1.5 lx(us.90)=4.51 1.25 120 14.8 296 22.5 36.1 1.65 4.51 0.0427 0.5 5.76 0.2 298 23.75 0 1.5 lx(us.90)=4.51 3 120 14.5 297 23.75 36.1 1.65 4.51 0.0427 0 7.51 0.3 ©2006 National Fire Protection Association Page 18 Job name:Sandburg Center 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) 299 22.5 0 1.5 lx(us.90)=4.51 1.25 120 14.8 298 23.75 36.1 1.65 4.51 0.0427 -0.5 5.76 0.2 278 22.5 0 1.5 lx(us.90)=4.51 1.25 120 22.1 277 23.75 8.3 1.65 4.51 0.0028 -0.5 5.76 0.0 300 22.5 16.1 1.5 1x(us.90)=4.51 4.69 120 14.4 299 22.5 36.1 1.65 4.51 0.0427 0 9.2 0.4 301 22.5 -4.1 1.5 2.98 120 14.4 300 22.5 16.1 1.65 0 0.0096 0 2.98 0.0 301 22.5 0 1.5 9.02 120 14.4 r 302 22.5 4.1 1.65 0 0.0008 0 9.02 0 302 22.5 4.1 1.5 4.98 120 14.4 . 303 22.5 24.1 1.65 0 0.0202 0 4.98 0.1 303 22.5 20.2 1.5 lx(us.90)=4.51 24.33 120 14.5 304 22.5 44.3 1.65 4.51 0.0623 0 28.84 1.8 279 22.5 0 1.5 lx(us.90)=4.51 8.29 120 22.1 278 22.5 8.3 1.65 4.51 0.0028 0 12.8 0.0 280 23.75 0 1.5 lx(us.90)=4.51 1.25 120 21.5 279 22.5 8.3 1.65 4.51 0.0028 0.5 5.76 0.0 281 23.75 0 1.5 lx(us.90)=4.51 3 120 21.5 280 23.75 8.3 1.65 4.51 0.0028 0 7.51 0.0 282 22.5 0 1.5 lx(us.90)=4.51 1.25 120 22.1 281 23.75 8.3 1.65 4.51 0.0028 -0.5 5.76 0.0 283 22.5 0 1.5 lx(us.90)=4.51 54.67 120 21.9 282 22.5 8.3 1.65 4.51 0.0028 0 59.18 0.2 284 22.5 0 1.5 lx(us.Tee-Br)=9.02 3.5 120 21.9 283 22.5 8.3 1.65 9.02 0.0028 0 12.52 0.0 285 23.75 0 1.5 lx(us.90)=4.51 1.25 120 21.3 284 22.5 8.3 1.65 4.51 0.0028 0.5 5.76 0.0 286 23.75 0 1.5 lx(us.90)=4.51 3 120 21.3 285 23.75 8.3 1.65 4.51 0.0028 0 7.51 0.0 287 22.5 0 1.5 1x(us.90)=4.51 1.25 120 21.8 286 23.75 8.3 1.65 4.51 0.0028 -0.5 _ 5.76 0.0 288 22.5 0 1.5 lx(us.90)=4.51 63.51 120 21.6 287 22.5 8.3 1.65 4.51 0.0028 0 68.02 0.2 267 22.5 0 1.5 lx(us.Tee-Br)=9.02 9.17 120 22.6 266 22.5 9 1.65 9.02 0.0032 0 18.19 0.1 ©2006 National Fire Protection Association Page 19 Job name:Sandburg Center 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) (9Prn/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 268 22.5 0 1.5 lx(us.Tee-Br)=9.02 75.97 120 22.3 267 22.5 9 1.65 9.02 0.0032 0 84.99 0.3 269 22.5 0 1.5 1x(us.Tee-Br)=9.02 96.71 120 22 268 22.5 9 1.65 9.02 0.0032 0 105.73 0.3 270 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.32 120 21.9 269 22.5 9 1.65 9.02 0.0032 0 34.34 0.1 304 22.5 0 1.5 lx(us.Tee-Br)=9.02 51.51 120 16.3 305 22.5 44.3 1.65 9.02 0.0623 0 60.53 3.8 289 22.5 0 1.5 2x(us.Tee-Br)=18.03 11.99 120 21.5 288 22.5 8.3 1.65 18.03 0.0028 0 30.02 . 0.1 272 22.5 0 1.5 1x(us.90)=4.51 2.87 120 21.8 271 22.5 9 1.65 4.51 0.0032 0 7.38 0.0 271 22.5 0 1.5 lx(us.90)=4.51 4.63 120 21.8 270 22.5 9 1.65 4.51 0.0032 0 9.14 0.0 324 23.5 0 1 lx(us.Tee-Br)=5.95 1 120 16.2 310 22.5 22.3 1.087 5.95 0.1339 0.4 6.95 0.9 325 23.5 0 1 lx(us.90)=2.38 1 120 15.8 324 23.5 22.3 1.087 2.38 0.1339 0 3.38 0.5 - 326 23.5 0 1 1x(us.Tee-Br)=5.95 1 120 15.6 311 22.5 21.7 1.087 5.95 0.1273 0.4 6.95 0.9 328 23.5 0 1 lx(us.Tee-Br)=5.95 1 120 15.4 312 22.5 21.6 1.087 5.95 0.1257 0.4 6.95 0.9 330 23.5 20.1 1 lx(us.Tee-Br)=5.95 1 120 13.6 313 22.5 39.7 1.087 5.95 0.3873 0.4 6.95 2.7 327 23.5 0 1 1x(us.90)=2.38 3.02 120 14.9 326 23.5 21.7 1.087 2.38 0.1273 0 5.4 0.7 329 23.5 0 1 lx(us.90)=2.38 3.02 120 14.7 328 23.5 21.6 1.087 2.38 0.1257 0 5.4 0.7 331 23.5 0 1 lx(us.Tee-Br)=5.95 3 120 12.6 330 23.5 20.1 1.087 5.95 0.1096 0 8.95 1 332 23.5 0 1 1x(us.Tee-Br)=5.95 9 120 12 330 23.5 - 19.6 1.087 5.95 0.105 0 14.95 1.6 h235 22 5.6 22.3 1 lx(us.90)=2.38 1.5 120 15.9 325 23.5 22.3 1.087 2.38 0.1339 -0.6 3.88 0.5 h236 22 5.6 21.7 1 lx(us.90)=2.38 1.5 120 15.1 327 23.5 21.7 1.087 2.38 0.1273 -0.6 3.88 0.5 ©2006 National Fire Protection Association Page 20 Job name:Sandburg Center 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) h237 22 5.6 21.6 1 lx(us.90)=2.38 1.5 120 14.9 329 23.5 21.6 1.087 2.38 0.1257 -0.6 3.88 0.5 h238 22 5.6 20.1 1 lx(us.90)=2.38 1.5 120 12.8 331 23.5 20.1 1.087 2.38 0.1096 -0.6 3.88 0.4 h239 22 5.6 19.6 1 lx(us.90)=2.38 1.5 120 12.2 332 23.5 19.6 1.087 2.38 0.105 -0.6 _ 3.88 0.4 h230 22 5.6 22 1 lx(us.Tee-Br)=5.95 0.5 120 15.4 294 22.5 22 1.087 5.95 0.1297 -0.2 6.45 0.8 316 23.5 0 1 1x(us.Tee-Br)=5.95 1 120 13.2 300 22.5 20 1.087 5.95 0.109 0.4 6.95 0.8 318 23.5 0 1 lx(us.Tee-Br)=5.95 1 120 13.1 301 22.5 20.3 1.087 5.95 0.112 0.4 6.95 0.8 320 23.5 0 1 lx(us.Tee-Br)=5.95 1 120 13.2 302 22.5 20 1.087 5.95 0.1089 0.4 6.95 0.8 322 23.5 0 1 1x(us.Tee-Br)=5.95 1 120 13.3 303 22.5 20.2 1.087 5.95 0.1109 0.4 6.95 0.8 317 23.5 0 1 lx(us.90)=2.38 3.75 120 12.5 316 23.5 20 1.087 2.38 0.109 0 6.13 0.7 319 23.5 0 1 lx(us.90)=2.38 2 120 12.7 318 23.5 20.3 1.087 2.38 0.112 0 4.38, 0.5 321 23.5 0 1 1x(us.90)=2.38 3.75 120 12.5 320 23.5 20 1.087 2.38 0.1089 0 6.13 0.7 - 323 23.5 0 1 lx(us.90)=2.38 2 120 12.8 322 23.5 20.2 1.087 2.38 0.1109 0 4.38 0.5 h231 22 5.6 20 1 lx(us.90)=2.38 1.5 120 12.8 317 23.5 20 1.087 2.38 0.109 -0.6 3.88 0.4 h232 22 5.6 20.3 1 1.5 120 13.1 319 23.5 20.3 1.087 0 0.112 -0.6 1.5 0.2 h233 22 5.6 20 1 lx(us.90)=2.38 1.5 120 12.7 321 23.5 20 1.087 2.38 0.1089 -0.6 3.88 0.4 h234 22 5.6 20.2 1 lx(us.90)=2.38 1.5 120 13 323 23.5 20.2 1.087 2.38 0.1109 -0.6 3.88. 0.4 n193 9.5 5.8 4 1x(us.Tee-Br)=28 2.5 120 32.1 103 9.5 35.8 4.314 28 0.0004 0 _ 30.5 0.0 102 9.5 0 4 2.5 120 32.1 n193 9.5 5.8 4.314 0 0.0000 0 2.5 0 ©2006 National Fire Protection Association Page 21 Job name:Sandburg Center 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) n194 9.5 0 3 lx(us.Tee-Br)=21.84 2.5 120 32 108 9.5 5.8 3.314 21.84 0.0000 0 24.34 0 110 9.5 2.5 2 10.42 120 31.9 n194 9.5 35.8 2.207 0 0.0102 0 10.42 0.1 n194 9.5 -5.8 3 2x(us.Tee-Br)=43.68 66.79 120 32 n193 9.5 30 3.314 43.68 0.001 0 110.47 0.1 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 22 HYDRAULIC CALCULATIONS for Job Information Project Name:Sandburg Center Contract No.:C16-1082 City: Tigard, OR 97223 Project Location: 6825 SW Sandburg St Date:6/10/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Burnham St 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 2nd Fir West Remote Area Location Occupancy Classification Commercial_Light Density(gpm/ft2) 0.1 Area of Application(ft2) 1792 Coverage per Sprinkler(ft2) 256 Number of Calculated Sprinklers 7 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 286.8 Required Pressure at Source(psi) 48.8 Type of System Wet Volume-Entire System (gal) 391.2 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:Sandburg Center Hydraulic Analysis for : 2nd Fir West 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 74 1350 65 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 186.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 186.8 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 48.8 Base of Riser-Flow(gpm) 186.8 • Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 24 . . , . Job:Sandburg Center Hydraulic Analysis for : 2nd FIr West R Sucply .11,Systetollotrid .0 Md.081.Fine I fOrril , , . = 1 = . - i = =----- ' , I I I )= fo._____ • , 1 , , 1 .i. : El El - , , , 1 i c. * 1 ' . ; f 1 1 I i [ [ , I I 1 . 1 i , , 1 . , 1 = ' 1:31 1 , , 1 . , 1 . , i 4, 1 I 1 , 1: • . 10.— ! I 1 i _ f 1 , . [ , . ' ' 1 i 1 . 0 ' 1 0 400 500 OM 700 800 (00 10(0 1100 1200 13)0 140 1500 l F lovi gi)m File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright @ 2002-2012 Tyco Fire Protection Products Page 25 Job:Sandburg Center Hydraulic Analysis for : 2nd Fir West Graph Labels Label Description Values Flow (gpm) Pressure(psi) 51 Supply point#1-Static 0 74 S2 Supply point#2-Residual 1350 65 D1 Elevation Pressure 0 12.8 D2 System Demand 186.8 48.8 03 System Demand+Add.Out.Hose 286.8 48.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 73.6 247.8 24.6 286.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h220 Overhead 256 5.6 0.1 38.4 20.9 0.109 27.8 24.7 Sprinkler h222 Overhead 256 5.6 0.1 38.4 20.9 0.108 27.6 24.3 Sprinkler h221 Overhead 256 5.6 0.1 38.4 20.9 0.101 25.8 21.3 Sprinkler h223 Overhead 256 5.6 0.1 38.4 20.9 0.1 25.6 20.9 Sprinkler h224 Overhead 256 5.6 0.1 38.4 20.9 0.104 26.6 22.6 Sprinkler h225 Overhead 256 5.6 0.1 38.4 20.9 0.108 27.6 24.4 Sprinkler h226 Overhead 256 5.6 0.1 38.4 20.9 0.1 25.7 21 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job name:Sandburg Center 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) 101 9.5 0 4 lx(coupling)=1.4 9 120 39.7 5 0.5 186.8 4.314 1.4 0.0083 3.9 10.4 0.1 5 0.5 0 4 lx(us.90)=18.33 3.5 140 43.7 4 -3 186.8 4.3 18.33 0.0063 1.5 21.83 0.1 4 -3 0 4 lx(us.90)=18.33 13 140 45.4 3 -3 186.8 4.3 18.33 0.0063 0 31.33 0.2 3 -3 0 4 lx(coupling)=1.83 56 140 45.6 2 -3 186.8 4.3 1.83 0.0063 0 57.83 0.4 _ 2 -3 0 4 2.5 0 46 Zurn Wilkins 1 -3 186.8 0 0 1.0658 0 350DA 2.5 2.7 1 -3 0 4 35 140 48.6 - S -3 186.8 4.3 0 0.0063 0 35 0.2 103 9.5 32.9 4 lx(us.90)=14 10.25 120 39.5 101 9.5 186.8 4.314 14 0.0083 0 24.25 0.2 104 9.5 -1.7 4 lx(us.Tee-Br)=28 7.92 120 39.3 103 9.5 153.9 4.314 28 0.0058 0 35.92 0.2 105 9.5 1.8 4 13 120 39.3 104 9.5 155.6 4.314 0 0.0059 0 13 0.1 106 9.5 0 4 2.98 120 39.2 105 9.5 153.8 4.314 0 0.0058 0 2.98 0.0 107 9.5 0 4 lx(us.Tee-Br)=28 15.77 120 39 106 9.5 153.8 4.314 28 0.0058 0 43.77 0.3 201 22.5 0 4 lx(us.90)=14 13 120 33.2 107 9.5 153.8 4.314 14 0.0058 5.6 27 0.2 - 108 9.5 0 1.5 lx(us.Tee-Br)=9.02 66.79 120 39.4 102 9.5 5.4 1.65 9.02 0.0012 0 75.81 0.1 104 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 39.3 110 9.5 1.7 1.65 18.03 0.0001 0 84.82 0.0 111 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 39.2 105 9.5 1.8 1.65 18.03 0.0002 0 84.82 0.0 111 9.5 -1.8 2 13 120 39.2 110 9.5 31.2 2.207 0 0.0079 0 13 0.1 112 9.5 0 2 4.17 120 39.2 111 9.5 32.9 2.207 0 0.0087 0 4.17 0.0 113 9.5 0 2 lx(us.90)=6.88 3.75 120 39.1 112 9.5 32.9 2.207 6.88 0.0087 0 10.63 0.1 ©2006 National Fire Protection Association Page 27 Job name:Sandburg Center 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) 114 9.5 0 2 1x(us.Tee-Br)=13.76 4.71 120 39 113 9.5 32.9 2.207 13.76 0.0087 0 18.47 0.2 115 9.5 0 2 lx(us.90)=6.88 1.08 120 38.9 114 9.5 32.9 2.207 6.88 0.0087 0 7.96 0.1 116 9.5 0 2 lx(us.90)=6.88 27.79 120 38.6 115 9.5 32.9 2.207 6.88 0.0087 0 34.67 0.3 117 9.5 0 2 lx(us.90)=6.88 8.5 120 38.4 116 9.5 32.9 2.207 6.88 0.0087 0 15.38 0.1 118 9.5 0 2 lx(us.90)=6.88 1.08 120 38.4 117 9.5 32.9 2.207 6.88 0.0087 0 7.96 0.1 119 9.5 0 2 lx(us.90)=6.88 2 120 38.3 118 9.5 32.9 2.207 6.88 0.0087 0 8.88 0.1 120 9.5 0 2 lx(us.Tee-Br)=13.76 9.62 120 38.1 119 9.5 32.9 2.207 13.76 0.0087 0 23.38 0.2 121 9.5 0 2 lx(us.Tee-Br)=13.76 10.12 120 37.9 120 9.5 32.9 2.207 13.76 0.0087 0 23.88 0.2 122 9.5 0 2 lx(us.90)=6.88 3.71 120 37.8 121 9.5 32.9 2.207 6.88 0.0087 0 10.59 0.1 257 22.5 0 2 lx(us.90)=6.88 13 120 31.9 122 9.5 32.9 2.207 lx(us.Tee-Br)=13.76 20.64 0.0087 5.6 33.64 0.3 202 22.5 65.2 4 lx(us.90)=14 4.37 120 33.1 201 22.5 153.8 4.314 14 0.0058 0 18.37 0.1 203 22.5 30.3 3 1x(us.Tee-Br)=21.84 5.6 120 33 202 22.5 65.2 3.314 21.84 0.0043 0 27.44 0.1 • 205 22.5 0 3 37 120 32.9 203 22.5 30.3 3.314 0 0.001 0 37 0.0 210 22.5 0 2 lx(us.90)=6.88 46 120 32.5 205 22.5 30.3 2.207 6.88 0.0075 0 52.88 0.4 211 22.5 0 2 lx(us.90)=6.88 1.92 120 32.5 210 22.5 30.3 2.207 6.88 0.0075 0 8.8 0.1 257 22.5 -32.9 2 lx(us.Tee-Br)=13.76 5.86 120 31.9 211 22.5 65.2 2.207 13.76 0.0309 0 19.62 0.6 211 22.5 -30.3 2 1x(us.90)=6.88 35.09 120 32.5 213 22.5 34.9 2.207 6.88 0.0097 0 41.97 0.4 214 22.5 0 3 lx(us.Tee-Br)=21.84 24.5 120 32.9 203 22.5 34.9 3.314 21.84 0.0013 0 46.34 0.1 ©2006 National Fire Protection Association Page 28 Job name:Sandburg Center 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) 213 22.5 0 3 21.5 120 32.9 214 22.5 34.9 3.314 0 0.0013 0 21.5 0.0 249 22.5 12.3 2 lx(us.Tee-Br)=11.44 5.1 120 32 202 22.5 88.6 2.125 11.44 0.0656 0 16.54 1.1 250 22.5 -31.2 2 2x(us.Tee-Br)=22.89 15.98 120 30.1 249 22.5 76.3 2.125 22.89 0.0497 0 38.87 1.9 251 22.5 53.6 2 41.69 120 26.2 250 22.5 107.4 2.125 0 0.0938 0 41.69 3.9 252 22.5 28.2 2 16 120 25.7 ' 251 22.5 53.8 2.125 0 0.026 0 16 0.4 253 22.5 0 2 lx(us.Tee-Br)=11.44 6.5 120 25.7 252 22.5 0.6 2.125 11.44 0 0 17.94 0 253 22.5 -0.6 2 15 120 25.7 254 22.5 26 2.125 0 0.0068 0 15 0.1 254 22.5 53.7 2 lx(us.Tee-Br)=11.44 60.29 120 25.9 255 22.5 79.3 2.125 11.44 0.0534 0 71.73 3.8 256 22.5 18.8 2 7.45 120 31.3 257 22.5 98.1 2.125 0 0.0793 0 7.45 0.6 255 22.5 0 2 lx(us.Tee-Br)=11.44 18.41 120 29.7 256 22.5 79.3 2.125 11.44 0.0534 0 29.85 1.6 306 22.5 0 1.5 lx(us.Tee-Br)=9.02 9.96 120 31.9 249 22.5 12.3 1.65 9.02 0.0058 0 18.98 0.1 307 23.75 0 1.5 1x(us.90)=4.51 1.25 120 31.3 306 22.5 12.3 1.65 4.51 0.0058 0.5 5.76 0.0 308 23.75 0 1.5 lx(us.90)=4.51 3 120 31.3 307 23.75 12.3 1.65 4.51 0.0058 0 7.51 0.0 309 22.5 0 1.5 lx(us.90)=4.51 1.25 120 31.8 308 23.75 12.3 1.65 4.51 0.0058 -0.5 5.76 0.0 314 22.5 0 1.5 1x(us.90)=4.51 41.95 120 31.5 309 22.5 12.3 1.65 4.51 0.0058 0 46.46 0.3 315 22.5 0 1.5 lx(us.Tee-Br)=9.02 36.5 120 31.2 314 22.5 12.3 1.65 9.02 0.0058 0 45.52 0.3 305 22.5 1 1.5 lx(us.90)=4.51 12.02 120 31.2 315 22.5 12.3 1.65 4.51 0.0058 0 16.53 0.1 272 22.5 8.7 1.5 7.62 120 31.2 256 22.5 18.8 1.65 0 0.0127 0 7.62 0.1 (>2006 National Fire Protection Association Page 29 Job name:Sandburg Center 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'h) (gpm) (in) (ft) (ft) (psi) (psi) 289 22.5 -1 1.5 1x(us.Tee-Br)=9.02 1.77 120 31.1 272 22.5 8.7 1.65 9.02 0.003 0 10.79 0.0 289 22.5 0 1.5 lx(us.Tee-Br)=9.02 7.51 120 31.1 305 22.5 1 1.65 9.02 0.0001 0 16.53 0 250 22.5 0 2 2 120 30.1 266 22.5 31.2 2.207 0 0.0079 0 2 0.0 266 22.5 -10.1 2 11 120 30.1 273 22.5 21 2.207 0 0.0038 0 11 0.0 273 22.5 0 2 lx(us.Tee-Br)=13.76 13 120 30.1 274 22.5 9.7 2.207 13.76 0.0009 0 26.76 0.0 273 22.5 -9.7 1.5 1x(us.Tee-Br)=9.02 25.94 120 30.1 - 290 22.5 11.3 1.65 1x(us.90)=4.51 13.52 0.005 0 39.46 0.2 274 22.5 0 1.5 lx(us.90)=4.51 25.94 120 30.2 275 22.5 9.7 1.65 4.51 0.0037 0 30.45 0.1 275 22.5 0 1.5 lx(us.90)=4.51 1.25 120 30.3 276 23.75 9.7 1.65 4.51 0.0037 -0.5 5.76 0.0 290 22.5 0 1.5 lx(us.90)=4.51 1.25 120 30.3 291 23.75 11.3 1.65 4.51 0.005 -0.5 5.76 0.0 276 23.75 0 1.5 lx(us.90)=4.51 3 120 29.7 277 23.75 9.7 1.65 4.51 0.0037 0 7.51 0.0 291 23.75 0 1.5 1x(us.90)=4.51 3 120 29.8 292 23.75 11.3 1.65 4.51 0.005 0 7.51 0.0 292 23.75 0 1.5 lx(us.90)=4.51 1.25 120 29.9 293 22.5 11.3 1.65 4.51 0.005 0.5 5.76 0.0 293 22.5 0 1.5 lx(us.90)=4.51 5.97 120 30.4 295 22.5 11.3 1.65 4.51 0.005 0 10.48 0.1 295 22.5 0 1.5 lx(us.90)=4.51 2 120 30.5 296 22.5 11.3 1.65 4.51 0.005 0 6.51 0.0 296 22.5 0 1.5 lx(us.90)=4.51 1.25 120 30.5 297 23.75 11.3 1.65 4.51 0.005 -0.5 5.76 0.0 297 23.75 0 1.5 lx(us.90)=4.51 3 120 30 298 23.75 11.3 1.65 4.51 0.005 0 7.51 0.0 298 23.75 0 1.5 lx(us.90)=4.51 1.25 120 30 299 22.5 11.3 1.65 4.51 0.005 0.5 5.76 0.0 277 23.75 0 1.5 lx(us.90)=4.51 1.25 120 29.8 278 22.5 9.7 1.65 4.51 0.0037 0.5 5.76 0.0 ©2006 National Fire Protection Association Page 30 Job name:Sandburg Center 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) 299 22.5 0 1.5 lx(us.90)=4.51 46 120 30.6 304 22.5 11.3 1.65 4.51 0.005 0 50.51 0.3 278 22.5 0 1.5 lx(us.90)=4.51 8.29 120 30.3 279 22.5 9.7 1.65 4.51 0.0037 0 12.8 0.0 279 22.5 0 1.5 lx(us.90)=4.51 1.25 120 30.4 280 23.75 9.7 1.65 4.51 0.0037 -0.5 5.76 0.0 280 23.75 0 1.5 lx(us.90)=4.51 3 120 29.9 281 23.75 9.7 1.65 4.51 0.0037 0 7.51 0.0 281 23.75 0 1.5 lx(us.90)=4.51 1.25 120 29.9 ' 282 22.5 9.7 1.65 4.51 0.0037 0.5 5.76 0.0 282 22.5 0 1.5 lx(us.Tee-Br)=9.02 54.67 120 30.5 - 283 22.5 9.7 1.65 9.02 0.0037 0 63.69 0.2 283 22.5 0 1.5 lx(us.90)=4.51 3.5 120 30.7 284 22.5 9.7 1.65 4.51 0.0037 0 8.01 0.0 284 22.5 0 1.5 lx(us.90)=4.51 1.25 120 30.7 285 23.75 9.7 1.65 4.51 0.0037 -0.5 5.76 0.0, 285 23.75 0 1.5 lx(us.90)=4.51 3 120 30.2 286 23.75 9.7 1.65 4.51 0.0037 0 7.51 0.0 286 23.75 0 1.5 lx(us.90)=4.51 1.25 120 30.2 287 22.5 9.7 1.65 4.51 0.0037 0.5 5.76 0.0 _ 287 22.5 0 1.5 lx(us.Tee-Br)=9.02 63.51 120 30.8 288 22.5 9.7 1.65 9.02 0.0037 0 72.53 0.3 266 22.5 0 1.5 2x(us.Tee-Br)=18.03 9.17 120 30.1 267 22.5 10.1 1.65 18.03 0.0041 0 27.2 0.1 _ 267 22.5 0 1.5 lx(us.Tee-Br)=9.02 75.97 120 30.2 268 22.5 10.1 1.65 9.02 0.0041 0 84.99 0.3 268 22.5 0 1.5 1x(us.Tee-Br)=9.02 96.71 120 30.5 269 22.5 10.1 1.65 9.02 0.0041 0 105.73 0.4 269 22.5 0 1.5 1x(us.90)=4.51 25.32 120 31 270 22.5 10.1 1.65 4.51 0.0041 0 29.83 0.1 304 22.5 0 1.5 1x(us.Tee-Br)=9.02 51.51 120 30.9 305 22.5 11.3 1.65 9.02 0.005 0 60.53 0.3 288 22.5 0 1.5 lx(us.Tee-Br)=9.02 11.99 120 31.1 289 22.5 9.7 1.65 9.02 0.0037 0 21.01 0.1 271 22.5 0 1.5 lx(us.Tee-Br)=9.02 2.87 120 31.1 272 22.5 10.1 1.65 9.02 0.0041 0 11.89 0.0 ©2006 National Fire Protection Association Page 31 Job name:Sandburg Center 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) 270 22.5 0 1.5 lx(us.90)=4.51 4.63 120 31.1 271 22.5 10.1 1.65 4.51 0.0041 0 9.14 0.0 h220 21 5.6 27.8 1 1x(us.Tee-Br)=5.95 4.74 120 24.7 251 22.5 27.8 1.087 5.95 0.2008 -0.6 10.69 2.1 258 23 0 1 lx(us.Tee-Br)=5.95 1.58 120 24.6 251 22.5 25.8 1.087 5.95 0.175 0.2 7.53 1.3 260 23 0 1 1x(us.Tee-Br)=5.95 1.58 120 24.2 252 22.5 25.6 1.087 5.95 0.1722 0.2 7.53 1.3 h222 21 5.6 27.6 1 lx(us.Tee-Br)=5.95 4.74 120 24.3 252 22.5 27.6 1.087 5.95 0.1979 -0.6 10.69 2.1 259 23 0 1 1x(us.90)=2.38 0.5 120 24.1 • 258 23 25.8 1.087 2.38 0.175 0 2.88 0.5 261 23 0 1 lx(us.90)=2.38 0.5 120 23.7 260 23 25.6 1.087 2.38 0.1722 0 2.88 0.5 h221 26.5 5.6 25.8 1 lx(us.90)=2.38 5.32 120 21.3 259 23 25.8 1.087 2.38 0.175 1.5 7.69 1.3 h223 26.5 5.6 25.6 1 lx(us.90)=2.38 5.32 120 20.9 261 23 25.6 1.087 2.38 0.1722 1.5 7.69 1.3 262 22.5 0 1 1x(us.Tee-Br)=5.95 2.5 120 24.2 253 22.5 26.6 1.087 5.95 0.1853 0 8.45 1.6 263 22.5 0 1 lx(us.90)=2.38 0.5 120 23.7 262 22.5 26.6 1.087 2.38 0.1853 0 2.88 0.5 h224 23 5.6 26.6 1 lx(us.90)=2.38 2.06 120 22.6 263 22.5 26.6 1.087 2.38 0.1853 0.2 4.44 0.8 h225 21 5.6 27.6 1 lx(us.Tee-Br)=5.95 4.74 120 24.4 254 22.5 27.6 1.087 5.95 0.1986 -0.6 10.69 2.1 264 23 0 1 lx(us.Tee-Br)=5.95 1.58 120 24.3 254 22.5 25.7 1.087 5.95 0.1729 0.2 7.53 1.3 265 23 0 1 lx(us.90)=2.38 0.5 120 23.8 264 23 25.7 1.087 2.38 0.1729 0 2.88 0.5 h226 26.5 5.6 25.7 1 lx(us.90)=2.38 5.32 120 21 265 23 25.7 1.087 2.38 0.1729 1.5 7.69 1.3 n193 9.5 5.4 4 lx(us.Tee-Br)=28 2.5 120 39.5 103 9.5 32.9 4.314 28 0.0003 0 30.5 0.0 102 9.5 0 4 2.5 120 39.5 n193 9.5 5.4 4.314 0 0.0000 0 2.5 0 ©2006 National Fire Protection Association Page 32 Job name:Sandburg Center 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) (9Prn/Psi/z) (gpm) (in) (ft) (ft) (psi) (psi) n194 9.5 0 3 lx(us.Tee-Br)=21.84 2.5 120 39.4 108 9.5 5.4 3.314 21.84 0.0000 0 24.34 0 110 9.5 31.2 2 10.42 120 39.3 n194 9.5 32.9 2.207 0 0.0087 0 10.42 0.1 n194 9.5 -5.4 3 2x(us.Tee-Br)=43.68 66.79 120 39.4 n193 9.5 27.5 3.314 43.68 0.0009 0 110.47 0.1 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 33 HYDRAULIC CALCULATIONS for Job Information Project Name:Sandburg Center Contract No.:C16-1082 City: Tigard, OR 97223 Project Location: 6825 SW Sandburg St Date:6/10/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham St 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 Atrium Remote Area Location Occupancy Classification Commercial_Light Density(gpm/ft2) 0.1 Area of Application(ft2) 3510 Coverage per Sprinkler(ft2) 195 Number of Calculated Sprinklers 18 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 537.5 Required Pressure at Source(psi) 63.4 Type of System Wet Volume-Entire System (gal) 410.2 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:Sandburg Center Hydraulic Analysis for : Atrium 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 74 1350 65 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) • Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 437.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 437.5 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 63.4 Base of Riser-Flow(gpm) 437.5 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 35 f t Job:Sandburg Center Hydraulic Analysis for : Atrium lir Su ply 4r System0etad ir Md.Ou.Fbse I 80 S I 70 I 11 1j 0:11 . i , 11 1 ra I r 333( L.: t I I $ # i 1 I 20 r , I NNW AMIMM•11111111111111111111 0 400 500 600 700 800 9l0 1000 1100 1200 13)0 1400 1500 I Flows,gpm File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:Sandburg Center Hydraulic Analysis for : Atrium Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1-Static 0 74 S2 Supply point#2-Residual 1350 65 D1 Elevation Pressure 0 14.5 D2 System Demand 437.5 63.4 D3 System Demand+Add.Out.Hose 537.5 63.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure(psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 72.7 480.7 9 537.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h217 Overhead 195 5.6 0.1 29.3 12.1 0.1 19.5 12.1 Sprinkler h201 Overhead 195 5.6 0.1 29.3 12.1 0.166 32.4 33.6 Sprinkler h202 Overhead 195 5.6 0.1 29.3 12.1 0.165 32.2 33.2 Sprinkler h203 Overhead 195 5.6 0.1 29.3 12.1 0.165 32.1 32.9 Sprinkler h8 Overhead 195 5.6 0.1 29.3 12.1 0.165 32.1 32.9 Sprinkler '^ h204 Overhead 195 5.6 0.1 29.3 12.1 0.165 32.1 32.9 Sprinkler h205 Overhead 195 5.6 0.1 29.3 12.1 0.164 31.9 32.5 Sprinkler h207 Overhead 195 5.6 0.1 29.3 12.1 0.104 20.4 13.2 Sprinkler h208 Overhead 195 5.6 0.1 29.3 12.1 0.103 20.2 13 Sprinkler h209 Overhead 195 5.6 0.1 29.3 12.1 0.103 20.1 12.9 Sprinkler h211 Overhead 195 5.6 0.1 29.3 12.1 0.104 20.3 13.1 Sprinkler h212 Overhead 195 5.6 0.1 29.3 12.1 0.104 20.3 13.1 Sprinkler h214 Overhead 195 5.6 0.1 29.3 12.1 0.104 20.3 13.1 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 37 h215 Overhead 195 5.6 0.1 29.3 12.1 0.105 20.4 13.3 Sprinkler h206 Overhead 195 5.6 0.1 29.3 12.1 0.108 21.1 14.2 Sprinkler h216 Overhead 195 5.6 0.1 29.3 12.1 0.11 21.5 14.8 Sprinkler h210 Overhead 195 5.6 0.1 29.3 12.1 0.103 20.2 13 Sprinkler h213 Overhead 195 5.6 0.1 29.3 12.1 0.104 20.2 13 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job name:Sandburg Center 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) 101 9.5 0 4 1x(coupling)=1.4 9 120 49.1 5 0.5 437.5 4.314 1.4 0.0402 3.9 10.4 0.4 5 0.5 0 4 1x(us.90)=18.33 3.5 140 53.4 4 -3 437.5 4.3 18.33 0.0307 1.5 21.83 0.7 4 -3 0 4 lx(us.90)=18.33 13 140 55.6 3 -3 437.5 4.3 18.33 0.0307 0 31.33 1 3 -3 0 4 lx(coupling)=1.83 56 140 56.6 2 -3 437.5 4.3 1.83 0.0307 0 57.83 1.8 2 -3 0 4 2.5 0 58.4 Zurn Wilkins 1 -3 437.5 0 0 1.5687 0 350DA 2.5 3.9 1 -3 0 4 35 140 62.3 S -3 437.5 4.3 0 0.0307 0 35 1.1 103 9.5 73 4 lx(us.90)=14 10.25 120 48.2 101 9.5 437.5 4.314 14 0.0402 0 24.25 1 104 9.5 -6.9 4 lx(us.Tee-Br)=28 7.92 120 47.1 103 9.5 364.5 4.314 28 0.0286 0 35.92 1 105 9.5 -6.3 4 13 120 46.7 104 9.5 371.4 4.314 0 0.0296 0 13 0.4 106 9.5 0 4 2.98 120 46.7 105 9.5 377.6 4.314 0 0.0306 0 2.98 0.1 107 9.5 0 4 lx(us.Tee-Br)=28 15.77 120 45.3 106 9.5 377.6 4.314 28 0.0306 0 43.77 1.3 201 22.5 0 4 lx(us.90)=14 13 120 38.9 107 9.5 377.6 4.314 14 0.0306 5.6 27 0.8 108 9.5 0 1.5 lx(us.Tee-Br)=9.02 66.79 120 47.7 102 9.5 11.9 1.65 9.02 0.0055 0 75.81 0.4 104 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 47.1 110 9.5 6.9 1.65 18.03 0.002 0 84.82 0.2 105 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 46.7 111 9.5 6.3 1.65 18.03 0.0017 0 84.82 0.1 111 9.5 6.3 2 13 120 46.9 110 9.5 66.1 2.207 0 0.0317 0 13 0.4 112 9.5 0 2 4.17 120 46.8 111 9.5 59.9 2.207 0 0.0264 0 4.17 0.1 113 9.5 0 2 lx(us.90)=6.88 3.75 120 46.5 112 9.5 59.9 2.207 6.88 0.0264 0 10.63 0.3 ©2006 National Fire Protection Association Page 39 Job name:Sandburg Center 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) 114 9.5 0 2 1x(us.Tee-Br)=13.76 4.71 120 46 113 9.5 59.9 2.207 13.76 0.0264 0 18.47 0.5 115 9.5 0 2 lx(us.90)=6.88 1.08 120 45.8 114 9.5 59.9 2.207 6.88 0.0264 0 7.96 0.2 116 9.5 0 2 lx(us.90)=6.88 27.79 120 44.9 115 9.5 59.9 2.207 6.88 0.0264 0 _ 34.67 0.9 117 9.5 0 2 lx(us.90)=6.88 8.5 120 44.5 116 9.5 59.9 2.207 6.88 0.0264 0 15.38 0.4 118 9.5 0 2 1x(us.90)=6.88 1.08 120 44.3 117 9.5 59.9 2.207 6.88 0.0264 0 7.96 0.2 119 9.5 0 2 lx(us.90)=6.88 2 120 44 118 9.5 59.9 2.207 6.88 0.0264 0 8.88 0.2 120 9.5 0 2 lx(us.Tee-Br)=13.76 9.62 120 43.4 119 9.5 59.9 2.207 13.76 0.0264 0 23.38 0.6 121 9.5 0 2 lx(us.Tee-Br)=13.76 10.12 120 42.8 120 9.5 59.9 2.207 13.76 0.0264 0 23.88 0.6 122 9.5 0 2 1x(us.90)=6.88 3.71 120 42.5 121 9.5 59.9 2.207 6.88 0.0264 0 10.59 0.3 257 22.5 -56 2 lx(us.90)=6.88 13 120 36 122 9.5 59.9 2.207 lx(us.Tee-Br)=13.76 20.64 0.0264 5.6 33.64 0.9 202 22.5 56 4 lx(us.90)=14 4.37 120 38.3 201 22.5 377.6 4.314 14 0.0306 0 18.37 0.6 203 22.5 113.4 3 1x(us.Tee-Br)=21.84 5.6 120 36 202 22.5 321.6 3.314 21.84 0.082 0 27.44 2.3 - 204 22.5 32.4 3 25.17 120 35.7 203 22.5 113.4 3.314 0 0.0119 0 25.17 0.3 ' 205 22.5 0 3 11.83 120 35.7 204 22.5 81 3.314 0 0.0064 0 11.83 0.1 206 22.5 32.2 2 lx(us.90)=6.88 0.5 120 35.3 205 22.5 81 2.207 6.88 0.0462 0 7.38 _ 0.3 207 22.5 32.1 2 15 120 35.1 206 22.5 48.7 2.207 0 0.018 0 15 0.3 208 22.5 -15.5 2 15 120 35 207 22.5 16.6 2.207 0 0.0025 0 15 0.0 208 22.5 0 2 15 120 35 209 22.5 15.5 2.207 0 0.0022 0 15 0.0 ©2006 National Fire Protection Association Page 40 Job name:Sandburg Center 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) 209 22.5 15.5 2 1x(us.90)=6.88 0.5 120 35.1 210 22.5 47.6 2.207 6.88 0.0173 0 7.38 0.1 210 22.5 0 2 lx(us.Tee-Br)=13.76 1.92 120 35.2 211 22.5 47.6 2.207 13.76 0.0173 0 15.68 0.3 211 22.5 47.6 2 5.86 120 35.5 257 22.5 115.9 2.207 0 0.0898 0 5.86 0.5 212 22.5 36.3 2 lx(us.Tee-Br)=13.76 9.92 120 34.7 211 22.5 68.3 2.207 13.76 0.0337 0 23.68 0.8 213 22.5 0 2 25.17 120 34.4 ' 212 22.5 36.3 2.207 0 0.0105 0 25.17 0.3 214 22.5 -36.3 3 lx(us.Tee-Br)=21.84 24.5 120 34.3 • 203 22.5 208.2 3.314 21.84 0.0367 0 46.34 1.7 214 22.5 0 3 lx(us.90)=10.19 21.5 120 34.3 213 22.5 36.3 3.314 10.19 0.0014 0 31.69 0.0 249 22.5 43.6 2 lx(us.Tee-Br)=11.44 5.1 120 37.8 202 22.5 56 2.125 11.44 0.0281 0 16.54 0.5 250 22.5 19.9 2 lx(us.Tee-Br)=11.44 15.98 120 37.3 249 22.5 43.6 2.125 11.44 0.0176 0 27.42 0.5 253 22.5 0 2 lx(us.Tee-Br)=11.44 64.19 120 36.9 250 22.5 23.7 2.125 11.44 0.0057 0 75.63 0.4 . 255 22.5 0 2 lx(us.Tee-Br)=11.44 75.29 120 36.4 253 22.5 23.7 2.125 11.44 0.0057 0 86.73 0.5 257 22.5 0 2 7.45 120 36 256 22.5 56 2.125 0 0.0281 0 7.45 0.2 256 22.5 0 2 2x(us.Tee-Br)=22.89 18.41 120 36.2 255 22.5 23.7 2.125 22.89 0.0057 0 41.3 0.2 215 22.5 0 2 lx(us.Tee-Br)=13.76 3 120 28.4 214 22.5 244.5 2.207 13.76 0.3575 0 16.76 6 216 25.5 0 2 lx(us.90)=6.88 3 120 23.5 215 22.5 244.5 2.207 6.88 0.3575 1.3 9.88 3.5 217 25.5 114 2 lx(us.90)=6.88 7 120 18.6 216 25.5 244.5 2.207 6.88 0.3575 0 13.88 5 228 25.5 20.4 2 1x(us.90)=6.88 13 120 15.5 229 25.5 92.5 2.207 6.88 0.059 0 19.88 1.2 227 25.5 20.3 2 5 120 15.3 228 25.5 72 2.207 0 0.0372 0 5 0.2 ©2006 National Fire Protection Association Page 41 Job name:Sandburg Center 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) 225 25.5 -9.1 2 8 120 14.9 226 25.5 11.2 2.207 0 0.0012 0 8 0 223 25.5 29.2 2 5 120 15 222 25.5 49.4 2.207 0 0.0185 0 5 0.1 222 25.5 20.2 2 8 120 15.1 221 25.5 69.5 2.207 0 0.0348 0 8 0.3 221 25.5 20.4 2 lx(us.90)=6.88 5 120 15.4 220 25.5 89.9 2.207 6.88 0.0561 0 11.88 0.7 245 25.5 0 1 lx(us.Tee-Br)=5.95 1.17 120 16.2 218 25.5 19.5 1.087 5.95 0.104 0 7.12 0.7 246 27.5 0 1 lx(us.90)=2.38 2 120 14.8 245 25.5 19.5 1.087 2.38 0.104 0.9 4.38 0.5 247 27.5 0 1 1x(us.90)=2.38 0.5 120 14.5 246 27.5 19.5 1.087 2.38 0.104 0 2.88 0.3 h217 30.5 5.6 19.5 1 1x(us.90)=2.38 8.39 120 12.1 247 27.5 19.5 1.087 2.38 0.104 1.3 10.76 1.1 218 25.5 111 2 1x(us.Tee-Br)=13.76 1 120 16.9 217 25.5 130.5 2.207 13.76 0.1118 0 14.76 1.7 306 22.5 0 1.5 lx(us.Tee-Br)=9.02 9.96 120 37.7 249 22.5 12.5 1.65 9.02 0.0059 0 18.98 0.1 307 23.75 0 1.5 lx(us.90)=4.51 1.25 120 37.1 306 22.5 12.5 1.65 4.51 0.0059 0.5 5.76 0.0 - 308 23.75 0 1.5 lx(us.90)=4.51 3 120 37.1 307 23.75 12.5 1.65 4.51 0.0059 0 7.51 0.0 309 22.5 0 1.5 lx(us.90)=4.51 1.25 120 37.6 308 23.75 12.5 1.65 4.51 0.0059 -0.5 5.76 0.0, 314 22.5 0 1.5 lx(us.90)=4.51 41.95 120 37.3 309 22.5 12.5 1.65 4.51 0.0059 0 46.46 0.3 315 22.5 0 1.5 1x(us.Tee-Br)=9.02 36.5 120 37.1 314 22.5 12.5 1.65 9.02 0.0059 0 45.52 0.3 305 22.5 -6.7 1.5 1x(us.90)=4.51 12.02 120 36.9 315 22.5 12.5 1.65 1x(us.Tee-Br)=9.02 13.52 0.0059 0 25.54 0.2 256 22.5 -23.7 1.5 lx(us.Tee-Br)=9.02 7.62 120 36.2 272 22.5 32.4 1.65 9.02 0.0349 0 16.64 0.6 272 22.5 -6.9 1.5 1.77 120 36.8 289 22.5 25.4 1.65 0 0.0223 0 1.77 0.0 ©2006 National Fire Protection Association Page 42 Job name:Sandburg Center 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) 289 22.5 -6.3 1.5 7.51 120 36.8 305 22.5 19.1 1.65 0 0.0132 0 7.51 0.1 266 22.5 13 2 lx(us.Tee-Br)=13.76 2 120 37.3 250 22.5 19.9 2.207 13.76 0.0034 0 15.76 0.1 273 22.5 6.7 2 11 120 37.3 266 22.5 13 2.207 0 0.0016 0 11 0.0 274 22.5 0 2 13 120 37.3 273 22.5 6.3 2.207 0 0.0004 0 13 0 290 22.5 0 1.5 1x(us.Tee-Br)=9.02 25.94 120 37.2 273 22.5 6.7 1.65 9.02 0.0019 0 34.96 0.1 275 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.94 120 37.2 274 22.5 6.3 1.65 9.02 0.0017 0 34.96 0.1 276 23.75 0 1.5 lx(us.90)=4.51 1.25 120 36.7 275 22.5 6.3 1.65 4.51 0.0017 0.5 5.76 0 291 23.75 0 1.5 1x(us.90)=4.51 1.25 120 36.7 290 22.5 6.7 1.65 4.51 0.0019 0.5 5.76 0.0 277 23.75 0 1.5 lx(us.90)=4.51 3 120 36.6 276 23.75 6.3 1.65 4.51 0.0017 0 7.51 0.0 292 23.75 0 1.5 lx(us.90)=4.51 3 120 36.6 291 23.75 6.7 1.65 4.51 0.0019 0 7.51 0.0 293 22.5 0 1.5 lx(us.90)=4.51 1.25 120 37.2 292 23.75 6.7 1.65 4.51 0.0019 -0.5 5.76 0.0 - 295 22.5 0 1.5 1x(us.90)=4.51 5.97 120 37.2 293 22.5 6.7 1.65 4.51 0.0019 0 10.48 0.0 296 22.5 0 1.5 1x(us.90)=4.51 2 120 37.1 295 22.5 6.7 1.65 4.51 0.0019 0 6.51 0.0 297 23.75 0 1.5 lx(us.90)=4.51 1.25 120 36.6 296 22.5 6.7 1.65 4.51 0.0019 0.5 5.76 0.0 298 23.75 0 1.5 1x(us.90)=4.51 3 120 36.6 297 23.75 6.7 1.65 4.51 0.0019 0 7.51 0.0 299 22.5 0 1.5 lx(us.90)=4.51 1.25 120 37.1 298 23.75 6.7 1.65 4.51 0.0019 -0.5 5.76 0.0 278 22.5 0 1.5 1x(us.90)=4.51 1.25 120 37.2 277 23.75 6.3 1.65 4.51 0.0017 -0.5 5.76 0 304 22.5 0 1.5 lx(us.90)=4.51 46 120 37 299 22.5 6.7 1.65 4.51 0.0019 0 50.51 0.1 ©2006 National Fire Protection Association Page 43 Job name:Sandburg Center 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/Psiyz) (gpm) (in) (ft) (ft) (psi) (psi) 279 22.5 0 1.5 lx(us.90)=4.51 8.29 120 37.2 278 22.5 6.3 1.65 4.51 0.0017 0 12.8 0.0 280 23.75 0 1.5 lx(us.90)=4.51 1.25 120 36.6 279 22.5 6.3 1.65 4.51 0.0017 0.5 5.76 0 281 23.75 0 1.5 lx(us.90)=4.51 3 120 36.6 280 23.75 6.3 1.65 4.51 0.0017 0 7.51 0.0 282 22.5 0 1.5 lx(us.90)=4.51 1.25 120 37.1 281 23.75 6.3 1.65 4.51 0.0017 -0.5 5.76 0 283 22.5 0 1.5 lx(us.90)=4.51 54.67 120 37 ' 282 22.5 6.3 1.65 4.51 0.0017 0 59.18 0.1 284 22.5 0 1.5 lx(us.Tee-Br)=9.02 3.5 120 37 - 283 22.5 6.3 1.65 9.02 0.0017 0 12.52 0.0 285 23.75 0 1.5 lx(us.90)=4.51 1.25 120 36.5 284 22.5 6.3 1.65 4.51 0.0017 0.5 5.76 0 286 23.75 0 1.5 lx(us.90)=4.51 3 120 36.4 285 23.75 6.3 1.65 4.51 0.0017 0 7.51 0.0 287 22.5 0 1.5 lx(us.90)=4.51 1.25 120 37 286 23.75 6.3 1.65 4.51 0.0017 -0.5 5.76 0 288 22.5 0 1.5 lx(us.90)=4.51 63.51 120 36.9 287 22.5 6.3 1.65 4.51 0.0017 0 68.02 0.1 267 22.5 0 1.5 1x(us.Tee-Br)=9.02 9.17 120 37.3 266 22.5 6.9 1.65 9.02 0.002 0 18.19 0.0 - 268 22.5 0 1.5 lx(us.Tee-Br)=9.02 75.97 120 37.1 267 22.5 6.9 1.65 9.02 0.002 0 84.99 0.2 269 22.5 0 1.5 lx(us.Tee-Br)=9.02 96.71 120 36.9 268 22.5 6.9 1.65 9.02 0.002 0 105.73 0.2 270 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.32 120 36.8 269 22.5 6.9 1.65 9.02 0.002 0 34.34 0.1 305 22.5 0 1.5 lx(us.90)=4.51 51.51 120 36.9 304 22.5 6.7 1.65 4.51 0.0019 0 56.02 0.1 289 22.5 0 1.5 2x(us.Tee-Br)=18.03 11.99 120 36.8 288 22.5 6.3 1.65 18.03 0.0017 0 30.02 0.1 272 22.5 0 1.5 lx(us.90)=4.51 2.87 120 36.8 271 22.5 6.9 1.65 4.51 0.002 0 7.38 0.0 271 22.5 0 1.5 1x(us.90)=4.51 4.63 120 36.8 270 22.5 6.9 1.65 4.51 0.002 0 9.14 0.0 ©2006 National Fire Protection Association Page 44 Job name:Sandburg Center 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) 232 22.5 0 1 lx(us.Tee-Br)=5.95 0.5 120 33.6 206 22.5 32.2 1.087 5.95 0.2642 0 6.45 1.7 233 22.5 0 1 lx(us.Tee-Br)=5.95 0.5 120 33.4 207 22.5 32.1 1.087 5.95 0.2623 0 6.45 1.7 n120 22.5 0 1 1x(us.Tee-Br)=5.95 0.5 120 33.3 208 22.5 32.1 1.087 5.95 0.262 0 6.45 1.7 234 22.5 0 1 1x(us.Tee-Br)=5.95 0.5 120 33.4 209 22.5 32.1 1.087 5.95 0.2623 0 6.45 1.7 231 22.5 0 1 lx(us.Tee-Br)=5.95 0.5 120 34 204 22.5 32.4 1.087 5.95 0.267 0 6.45 1.7 235 22.5 0 1 lx(us.Tee-Br)=5.95 0.5 120 33 - 212 22.5 31.9 1.087 5.95 0.2595 0 6.45 1.7 h201 21.5 5.6 32.4 1 lx(us.90)=2.38 1 120 33.6 231 22.5 32.4 1.087 2.38 0.267 -0.4 3.38 0.9 h202 21.5 5.6 32.2 1 lx(us.90)=2.38 1 120 33.2 232 22.5 32.2 1.087 2.38 0.2642 -0.4 3.38 0.9 _ h203 21.5 5.6 32.1 1 lx(us.90)=2.38 1 120 32.9 233 22.5 32.1 1.087 2.38 0.2623 -0.4 3.38 0.9 h8 21.5 5.6 32.1 1 lx(us.90)=2.38 1 120 32.9 n120 22.5 32.1 1.087 2.38 0.262 -0.4 _ 3.38 0.9 h204 21.5 5.6 32.1 1 lx(us.90)=2.38 1 120 32.9 234 22.5 32.1 1.087 2.38 0.2623 -0.4 3.38 r 0.9 h205 21.5 5.6 31.9 1 lx(us.90)=2.38 1 120 32.5 235 22.5 31.9 1.087 2.38 0.2595 -0.4 3.38 0.9 237 25.5 0 1 lx(us.Tee-Br)=5.95 1 120 14.6 221 25.5 20.4 1.087 5.95 0.1128 0 6.95 0.8 _ 238 25.5 0 1 lx(us.Tee-Br)=5.95 1 120 14.3 222 25.5 20.2 1.087 5.95 0.1108 0 6.95 0.8 239 25.5 0 1 lx(us.Tee-Br)=5.95 1 120 14.2 223 25.5 20.1 1.087 5.95 0.1102 0 6.95 0.8 _ 242 25.5 0 1 lx(us.Tee-Br)=5.95 1 120 14.5 227 25.5 20.3 1.087 5.95 0.1121 0 6.95 0.8 243 25.5 0 1 lx(us.Tee-Br)=5.95 1 120 14.7 228 25.5 20.4 1.087 5.95 0.1134 0 6.95 0.8 _ h207 27.5 5.6 20.4 1 1x(us.90)=2.38 2 120 13.2 237 25.5 20.4 1.087 2.38 0.1128 0.9 4.38 0.5 _ ©2006 National Fire Protection Association Page 45 Job name:Sandburg Center 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) h208 27.5 5.6 20.2 1 1x(us.90)=2.38 2 120 13 238 25.5 20.2 1.087 2.38 0.1108 0.9 4.38 0.5 h209 27.5 5.6 20.1 1 lx(us.90)=2.38 2 120 12.9 239 25.5 20.1 1.087 2.38 0.1102 0.9 4.38 0.5 h211 27.5 5.6 20.3 1 1x(us.Tee-Br)=5.95 2 120 13.1 225 25.5 20.3 1.087 5.95 0.112 0.9 7.95 0.9 h212 27.5 5.6 20.3 1 lx(us.Tee-Br)=5.95 2 120 13.1 226 25.5 20.3 1.087 5.95 0.1121 0.9 7.95 0.9 h214 27.5 5.6 20.3 1 lx(us.90)=2.38 2 120 13.1 * 242 25.5 20.3 1.087 2.38 0.1121 0.9 4.38 0.5 h215 27.5 5.6 20.4 1 1x(us.90)=2.38 2 120 13.3 243 25.5 20.4 1.087 2.38 0.1134 0.9 4.38 0.5 225 25.5 0 2 3.5 120 14.9 224 25.5 9.1 2.207 0 0.0008 0 3.5 0 224 25.5 9.1 2 lx(us.Tee-Br)=13.76 3.5 120 14.9 223 25.5 29.2 2.207 13.76 0.007 0 17.26 0.1 248 25.5 31.5 2 lx(us.Tee-Br)=13.76 3.5 120 14.9 227 25.5 51.7 2.207 13.76 0.0201 0 17.26 0.3 226 25.5 20.3 2 3.5 120 14.9 248 25.5 31.5 2.207 0 0.008 0 3.5 0.0 220 25.5 0 2 3.5 120 16 219 25.5 89.9 2.207 0 0.0561 0 3.5 0.2 _ 219 25.5 21.1 2 8 120 16.2 218 25.5 111 2.207 0 0.0829 0 8 0.7 .. 230 25.5 21.5 2 1x(us.Tee-Br)=13.76 6 120 16.8 217 25.5 114 2.207 13.76 0.087 0 19.76 1.7 229 25.5 0 2 3.5 120 16.6 230 25.5 92.5 2.207 0 0.059 0 3.5 0.2 _ 236 25.5 0 1 lx(us.Tee-Br)=5.95 1.5 120 15.3 219 25.5 21.1 1.087 5.95 0.1206 0 7.45 0.9 244 25.5 0 1 lx(us.Tee-Br)=5.95 1.5 120 15.9 230 25.5 21.5 1.087 5.95 0.1249 0 7.45 0.9 240 25.5 0 1 1x(us.Tee-Br)=5.95 1.5 120 14.1 224 25.5 20.2 1.087 5.95 0.1109 0 7.45 0.8 241 25.5 0 1 lx(us.Tee-Br)=5.95 1.5 120 14.1 248 25.5 20.2 1.087 5.95 0.1111 0 7.45 0.8 02006 National Fire Protection Association Page 46 Job name:Sandburg Center 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) h206 27 5.6 21.1 1 lx(us.90)=2.38 1.5 120 14.2 236 25.5 21.1 1.087 2.38 0.1206 0.6 3.88 0.5 h216 27 5.6 21.5 1 lx(us.90)=2.38 1.5 120 14.8 244 25.5 21.5 1.087 2.38 0.1249 0.6 3.88 0.5 h210 27 5.6 20.2 1 lx(us.90)=2.38 1.5 120 13 240 25.5 20.2 1.087 2.38 0.1109 0.6 3.88 0.4 h213 27 5.6 20.2 1 lx(us.90)=2.38 1.5 120 13 241 25.5 20.2 1.087 2.38 0.1111 0.6 3.88 0.4 n193 9.5 11.9 4 lx(us.Tee-Br)=28 2.5 120 48.1 ' 103 9.5 73 4.314 28 0.0015 0 30.5 0.0 102 9.5 0 4 2.5 120 48.1 n193 9.5 11.9 4.314 0 0.0001 0 2.5 0 n194 9.5 0 3 lx(us.Tee-Br)=21.84 2.5 120 47.7 108 9.5 11.9 3.314 21.84 0.0002 0 24.34 0 110 9.5 6.9 2 10.42 120 47.3 n194 9.5 73 2.207 0 0.0381 0 10.42 0.4 n194 9.5 -11.9 3 2x(us.Tee-Br)=43.68 66.79 120 47.7 n193 9.5 61.1 3.314 43.68 0.0038 0 110.47 0.4 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 47 HYDRAULIC CALCULATIONS for Job Information Project Name:Sandburg Center Contract No.:C16-1082 City: Tigard, OR 97223 Project Location: 6825 SW Sandburg St Date:6/10/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham St 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 Deck Remote Area Location Occupancy Classification Commercial_Light Density(gpm/ft2) 0.1 Area of Application(ft2) 1620 Coverage per Sprinkler(ft2) 162 Number of Calculated Sprinklers 10 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 314.9 Required Pressure at Source(psi) 69.6 Type of System Wet Volume-Entire System (gal) 411.1 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job:Sandburg Center Hydraulic Analysis for : Deck 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 74 1350 65 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 214.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 214.9 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 69.6 Base of Riser-Flow(gpm) 214.9 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 49 1 • t • Job:Sandburg Center Hydraulic Analysis for : Deck (v.Suply it mDemayd I,Pdd.001.14ase I 80 S1 _ t 70 1 i L . , i t t C. 6it i ( 32 t + 1 11i t i 7 10 0 400 500 etX1 700 800 1)0 1000 1100 1200 1300 1400 1500 Flow gpm t i File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job:Sandburg Center Hydraulic Analysis for : Deck Graph Labels Label Description Values Flow (gpm) Pressure(psi) 51 Supply point#1-Static 0 74 S2 Supply point#2-Residual 1350 65 D1 Elevation Pressure 0 0.4 D2 System Demand 214.9 69.6 D3 System Demand+Add.Out.Hose 314.9 69.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 73.7 221.7 3.8 314.9 Open Heads w Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h240 Overhead 162 5.6 0.1 24.3 8.4 0.163 26.5 22.4 Sprinkler h242 Overhead 162 5.6 0.1 24.3 8.4 0.141 22.8 16.6 Sprinkler h243 Overhead 162 5.6 0.1 24.3 8.4 0.135 21.9 15.3 Sprinkler h244 Overhead 162 5.6 0.1 24.3 8.4 0.135 21.9 15.3 Sprinkler h245 Overhead 162 5.6 0.1 24.3 8.4 0.13 21 14.1 Sprinkler h246 Overhead 162 5.6 0.1 24.3 8.4 0.148 23.9 18.3 Sprinkler h247 Overhead 162 5.6 0.1 24.3 8.4 0.14 22.7 16.5 Sprinkler h248 Overhead 162 5.6 0.1 24.3 8.4 0.128 20.7 13.7 Sprinkler h249 Overhead 162 5.6 0.1 24.3 8.4 0.106 17.2 9.5 Sprinkler h250 Overhead 162 5.6 0.1 24.3 8.4 0.1 16.2 8.4 Sprinkler File:C:\Users\Ashley\Documents\Projects\2016\Sandburg Center\Sandburg Calcs.tyc3 Date 6/13/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job name:Sandburg Center 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) h250 -2.5 5.6 16.2 1 15 120 8.4 h249 -2.5 5.6 16.2 1.087 0 0.0738 0 15 1.1 h249 -2.5 5.6 17.2 1 15 120 9.5 h248 -2.5 5.6 33.4 1.087 0 0.2825 0 15 4.2 h248 -2.5 5.6 20.7 1.25 15 120 13.7 h247 -2.5 5.6 54.2 1.426 0 0.184 0 15 2.8 h247 -2.5 5.6 22.7 1.5 lx(us.90)=4.51 4.5 120 16.5 n192 -2.5 76.9 1.65 4.51 0.173 0 9.01 1.6 n192 -2.5 0 2 6 120 18 h246 -2.5 5.6 76.9 2.207 0 0.042 0 -1 6 0.3 h246 -2.5 5.6 23.9 2 15 120 18.3 n189 -2.5 100.8 2.207 0 0.0693 0 15 1 n189 -2.5 42.9 2 12 120 19.3 n188 -2.5 143.7 2.207 0 0.1337 0 12 1.6 n188 -2.5 44.7 2 lx(us.Tee-Br)=13.76 9.42 120 20.9 n185 -2.5 188.4 2.207 13.76 0.2207 0 23.18 5.1 n185 -2.5 26.5 2 lx(us.90)=6.88 2.75 120 26 n184 -2.5 214.9 2.207 6.88 0.2815 0 9.63 2.7 n184 -2.5 0 2 lx(us.90)=6.88 12 120 28.8 n183 9.5 214.9 2.207 6.88 0.2815 -5.2 18.88 5.3 n183 9.5 0 2 lx(us.90)=6.88 4 120 28.9 n182 9.5 214.9 2.207 6.88 0.2815 0 10.88 3.1 n182 9.5 0 2 lx(us.90)=6.88 4 120 31.9 n181 5.5 214.9 2.207 6.88 0.2815 1.7 10.88 3.1 _ n181 5.5 0 2 2.5 0 36.7 Zurn 975XL n180 5.5 214.9 0 0 7.6681 0 2.5 19.2 n180 5.5 0 2 lx(us.90)=6.88 4 120 55.9 n179 9.5 214.9 2.207 6.88 0.2815 -1.7 10.88 3.1 n179 9.5 0 3 lx(us.90)=10.19 5.33 120 57.2 n178 9.5 214.9 3.314 10.19 0.0389 0 15.52 0.6 n178 9.5 0 3 2.08 120 57.8 108 9.5 214.9 3.314 0 0.0389 0 2.08 0.1 108 9.5 -23.7 3 2.5 120 57.9 n194 9.5 191.2 3.314 0 0.0313 0 2.5 0.1 n194 9.5 -66.1 3 2x(us.Tee-Br)=43.68 66.79 120 58 n193 9.5 125.1 3.314 43.68 0.0143 0 110.47 1.6 ©2006 National Fire Protection Association Page 52 Job name:Sandburg Center 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/Psi/a) (gpm) (in) (ft) (ft) (psi) (psi) n193 9.5 23.7 4 lx(us.Tee-Br)=28 2.5 120 59.6 103 9.5 148.8 4.314 28 0.0055 0 30.5 0.2 103 9.5 66.1 4 lx(us.90)=14 10.25 120 59.7 101 9.5 214.9 4.314 14 0.0108 0 24.25 0.3 101 9.5 0 4 lx(coupling)=1.4 9 120 60 5 0.5 214.9 4.314 1.4 0.0108 3.9 10.4 0.1 5 0.5 0 4 1x(us.90)=18.33 3.5 140 64 4 -3 214.9 4.3 18.33 0.0082 1.5 21.83 0.2 4 -3 0 4 1x(us.90)=18.33 13 140 65.7 3 -3 214.9 4.3 18.33 0.0082 0 31.33 0.3 3 -3 0 4 lx(coupling)=1.83 56 140 66 2 -3 214.9 4.3 1.83 0.0082 0 57.83 0.5 2 -3 0 4 2.5 0 66.4 Zurn Wilkins 1 -3 214.9 0 0 1.133 0 350DA 2.5 2.8 1 -3 0 4 35 140 69.3 S -3 214.9 4.3 0 0.0082 0 35 0.3 h245 -2 5.6 21 1 1x(us.Tee-Br)=5.95 12 120 14.1 n191 -2 21 1.087 5.95 0.1195 0 17.95 2.1 n191 -2 21.9 1 lx(us.Tee-Br)=5.95 0.5 120 16.2 n189 -2.5 42.9 1.087 5.95 0.4479 0.2 6.45 2.9 h243 -2 5.6 21.9 1 lx(us.Tee-Br)=5.95 1.5 120 15.3 n191 -2 21.9 1.087 5.95 0.1287 0 7.45 1 h244 -2 5.6 21.9 1 lx(us.Tee-Br)=5.95 12 120 15.3 n190 -2 21.9 1.087 5.95 0.1289 0 17.95 2.3 n190 -2 22.8 1 lx(us.Tee-Br)=5.95 0.5 120 17.6 n188 -2.5 44.7 1.087 5.95 0.4832 0.2 6.45 3.1 h242 -2 5.6 22.8 1 1x(us.Tee-Br)=5.95 1.5 120 16.6 n190 -2 22.8 1.087 5.95 0.1389 0 7.45 1 h240 -2 5.6 26.5 1 lx(us.Tee-Br)=5.95 1.5 120 22.4 n187 -2 26.5 1.087 5.95 0.1834 0 7.45 1.4 n187 -2 0 1 1x(us.90)=2.38 0.5 120 23.7 n186 -2.5 26.5 1.087 2.38 0.1834 0.2 2.88 0.5 n186 -2.5 0 1 lx(us.Tee-Br)=5.95 2.58 120 24.5 n185 -2.5 26.5 1.087 5.95 0.1834 0 8.53 1.6 108 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 57.9 102 9.5 23.7 1.65 18.03 0.0195 0 84.82 1.7 ©2006 National Fire Protection Association Page 53 Job name:Sandburg Center 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) 102 9.5 0 4 2.5 120 59.6 n193 9.5 23.7 4.314 0 0.0002 0 2.5 0 n194 9.5 0 2 10.42 120 58 110 9.5 66.1 2.207 0 0.0317 0 10.42 0.3 110 9.5 -21.4 2 13 120 58.3 111 9.5 44.7 2.207 0 0.0154 0 13 0.2 111 9.5 -19.6 2 lx(us.90)=6.88 4.17 120 58.5 112 9.5 25.2 2.207 6.88 0.0053 0 11.05 0.1 112 9.5 0 2 lx(us.Tee-Br)=13.76 3.75 120 58.6 ,., 113 9.5 25.2 2.207 13.76 0.0053 0 17.51 0.1 113 9.5 0 2 lx(us.90)=6.88 4.71 120 58.7 114 9.5 25.2 2.207 6.88 0.0053 0 11.59 0.1 114 9.5 0 2 lx(us.90)=6.88 1.08 120 58.7 115 9.5 25.2 2.207 6.88 0.0053 0 7.96 0.0 115 9.5 0 2 lx(us.90)=6.88 27.79 120 58.8 116 9.5 25.2 2.207 6.88 0.0053 0 34.67 0.2 116 9.5 0 2 1x(us.90)=6.88 8.5 120 59 117 9.5 25.2 2.207 6.88 0.0053 0 15.38 0.1 117 9.5 0 2 1x(us.90)=6.88 1.08 120 59 118 9.5 25.2 2.207 6.88 0.0053 0 7.96 0.0 118 9.5 0 2 lx(us.Tee-Br)=13.76 2 120 59.1 119 9.5 25.2 2.207 13.76 0.0053 0 15.76 0.1 119 9.5 0 2 lx(us.Tee-Br)=13.76 9.62 120 59.2 120 9.5 25.2 2.207 13.76 0.0053 0 23.38 0.1 L 120 9.5 0 2 lx(us.90)=6.88 10.12 120 59.3 121 9.5 25.2 2.207 6.88 0.0053 0 17 0.1 121 9.5 0 2 lx(us.90)=6.88 3.71 120 59.4 122 9.5 25.2 2.207 6.88 0.0053 0 10.59 0.1 122 9.5 0 2 1x(us.Tee-Br)=13.76 13 120 59.4 257 22.5 25.2 2.207 13.76 0.0053 -5.6 26.76 0.1 257 22.5 -9.5 2 1x(us.Tee-Br)=13.76 5.86 120 53.9 211 22.5 15.6 2.207 13.76 0.0022 0 19.62 0.0 211 22.5 -7.3 2 lx(us.90)=6.88 35.09 120 54 213 22.5 8.4 2.207 6.88 0.0007 0 41.97 0.0 213 22.5 0 3 21.5 120 54 214 22.5 8.4 3.314 0 0.0001 0 21.5 0 02006 National Fire Protection Association Page 54 Job name:Sandburg Center 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) 214 22.5 0 3 lx(us.Tee-Br)=21.84 24.5 120 54 203 22.5 8.4 3.314 21.84 0.0001 0 46.34 0 203 22.5 7.3 3 lx(us.Tee-Br)=21.84 5.6 120 54 202 22.5 15.6 3.314 21.84 0.0003 0 27.44 0 202 22.5 9.5 4 lx(us.90)=14 4.37 120 54 201 22.5 25.2 4.314 14 0.0002 0 18.37 0 201 22.5 0 4 lx(us.90)=14 13 120 54 107 9.5 25.2 4.314 14 0.0002 5.6 27 0 107 9.5 0 4 lx(us.Tee-Br)=28 15.77 120 59.7 106 9.5 25.2 4.314 28 0.0002 0 / 43.77 0 106 9.5 0 4 2.98 120 59.7 it 105 9.5 25.2 4.314 0 0.0002 0 2.98 0 105 9.5 19.6 4 13 120 59.7 104 9.5 44.7 4.314 0 0.0006 0 13 0 104 9.5 21.4 4 lx(us.Tee-Br)=28 7.92 120 59.7 103 9.5 66.1 4.314 28 0.0012 0 35.92 0.0 110 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 58.3 104 9.5 21.4 1.65 18.03 0.0162 0 84.82 1.4 111 9.5 0 1.5 2x(us.Tee-Br)=18.03 66.79 120 58.5 105 9.5 19.6 1.65 18.03 0.0137 0 84.82 1.2, 257 22.5 0 2 7.45 120 53.9 256 22.5 9.5 2.125 0 0.0011 0 7.45 0 ' 256 22.5 -4 1.5 lx(us.Tee-Br)=9.02 7.62 120 54 A 272 22.5 5.5 1.65 9.02 0.0013 0 16.64 0.0 272 22.5 -1.2 1.5 1.77 120 54 289 22.5 4.3 1.65 0 0.0008 0 1.77 0 289 22.5 -1.1 1.5 7.51 120 54 305 22.5 3.2 1.65 0 0.0005 0 7.51 0 305 22.5 -1.1 1.5 1x(us.90)=4.51 12.02 120 54 315 22.5 2.1 1.65 1x(us.Tee-Br)=9.02 13.52 0.0002 0 25.54 0 315 22.5 0 1.5 lx(us.Tee-Br)=9.02 36.5 120 54 314 22.5 2.1 1.65 9.02 0.0002 0 45.52 0.0 314 22.5 0 1.5 lx(us.90)=4.51 41.95 120 54 309 22.5 2.1 1.65 4.51 0.0002 0 46.46 0.0 309 22.5 0 1.5 lx(us.90)=4.51 1.25 120 54 308 23.75 2.1 1.65 4.51 0.0002 -0.5 5.76 0 ©2006 National Fire Protection Association Page 55 Job name:Sandburg Center 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) 308 23.75 0 1.5 lx(us.90)=4.51 3 120 53.5 307 23.75 2.1 1.65 4.51 0.0002 0 7.51 0 307 23.75 0 1.5 1x(us.90)=4.51 1.25 120 53.5 306 22.5 2.1 1.65 4.51 0.0002 0.5 5.76 0 306 22.5 0 1.5 lx(us.Tee-Br)=9.02 9.96 120 54 249 22.5 2.1 1.65 9.02 0.0002 0 18.98 0 249 22.5 7.4 2 lx(us.Tee-Br)=11.44 5.1 120 54 202 22.5 9.5 2.125 11.44 0.0011 0 16.54 0.0 211 22.5 0 2 lx(us.90)=6.88 1.92 120 54 .- 210 22.5 7.3 2.207 6.88 0.0005 0 8.8 0 . 210 22.5 0 2 1x(us.90)=6.88 46 120 54 .,e 205 22.5 7.3 2.207 6.88 0.0005 0 52.88 0.0 205 22.5 0 3 37 120 54 203 22.5 7.3 3.314 0 0.0001 0 37 0 256 22.5 0 2 2x(us.Tee-Br)=22.89 18.41 120 54 255 22.5 4 2.125 22.89 0.0002 0 41.3 0 255 22.5 0 2 1x(us.Tee-Br)=11.44 75.29 120 54 253 22.5 4 2.125 11.44 0.0002 0 86.73 0.0 253 22.5 0 2 lx(us.Tee-Br)=11.44 64.19 120 54 250 22.5 4 2.125 11.44 0.0002 0 75.63 0.0 250 22.5 3.4 2 lx(us.Tee-Br)=11.44 15.98 120 54 249 22.5 7.4 2.125 11.44 0.0007 0 27.42 0.0 Y 272 22.5 0 1.5 lx(us.90)=4.51 2.87 120 54 271 22.5 1.2 1.65 4.51 0.0001 0 7.38 0 .. 271 22.5 0 1.5 lx(us.90)=4.51 4.63 120 54 270 22.5 1.2 1.65 4.51 0.0001 0 9.14 0 270 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.32 120 54 269 22.5 1.2 1.65 9.02 0.0001 0 34.34 0 269 22.5 0 1.5 lx(us.Tee-Br)=9.02 96.71 120 54 268 22.5 1.2 1.65 9.02 0.0001 0 105.73 0 268 22.5 0 1.5 lx(us.Tee-Br)=9.02 75.97 120 54 267 22.5 1.2 1.65 9.02 0.0001 0 84.99 0_ 267 22.5 0 1.5 lx(us.Tee-Br)=9.02 9.17 120 54 266 22.5 1.2 1.65 9.02 0.0001 0 18.19 0 266 22.5 2.2 2 lx(us.Tee-Br)=13.76 2 120 54 250 22.5 3.4 2.207 13.76 0.0001 0 15.76 0 ©2006 National Fire Protection Association Page 56 Job name:Sandburg Center 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) 289 22.5 0 ' 1.5 2x(us.Tee-Br)=18.03 11.99 120 54 288 22.5 1.1 1.65 18.03 0.0001 0 30.02 0 288 22.5 0 1.5 1x(us.90)=4.51 63.51 120 54 287 22.5 1.1 1.65 4.51 0.0001 0 68.02 0 287 22.5 0 1.5 1x(us.90)=4.51 1.25 120 54 286 23.75 1.1 1.65 4.51 0.0001 -0.5 5.76 0 286 23.75 0 1.5 lx(us.90)=4.51 3 120 53.4 285 23.75 1.1 1.65 4.51 0.0001 0 7.51 0 285 23.75 0 1.5 lx(us.90)=4.51 1.25 120 53.4 284 22.5 1.1 1.65 4.51 0.0001 0.5 5.76 0 284 22.5 0 1.5 lx(us.Tee-Br)=9.02 3.5 120 54 283 22.5 1.1 1.65 9.02 0.0001 0 12.52 0 283 22.5 0 1.5 lx(us.90)=4.51 54.67 120 54 282 22.5 1.1 1.65 4.51 0.0001 0 59.18 0 282 22.5 0 1.5 lx(us.90)=4.51 1.25 120 54 281 23.75 1.1 1.65 4.51 0.0001 -0.5 5.76 0 281 23.75 0 1.5 lx(us.90)=4.51 3 120 53.4 280 23.75 1.1 1.65 4.51 0.0001 0 7.51 0 280 23.75 0 1.5 lx(us.90)=4.51 1.25 120 53.4 279 22.5 1.1 1.65 4.51 0.0001 0.5 5.76 0 279 22.5 0 1.5 lx(us.90)=4.51 8.29 120 54 278 22.5 1.1 1.65 4.51 0.0001 0 12.8 0 278 22.5 0 1.5 lx(us.90)=4.51 1.25 120 54 277 23.75 1.1 1.65 4.51 0.0001 -0.5 5.76 0 277 23.75 0 1.5 1x(us.90)=4.51 3 120 53.4 276 23.75 1.1 1.65 4.51 0.0001 0 7.51 0 276 23.75 0 1.5 lx(us.90)=4.51 1.25 120 53.4 275 22.5 1.1 1.65 4.51 0.0001 0.5 5.76 0 275 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.94 120 54 274 22.5 1.1 1.65 9.02 0.0001 0 34.96 0 274 22.5 0 2 13 120 54 273 22.5 1.1 2.207 0 0.0000 0 13 0 273 22.5 1.1 2 11 120 54 266 22.5 2.2 2.207 0 0.0001 0 11 0 305 22.5 0 1.5 lx(us.90)=4.51 51.51 120 54 304 22.5 1.1 1.65 4.51 0.0001 0 56.02 0 02006 National Fire Protection Association Page 57 Job name:Sandburg Center 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/Psi/z) (gpm) (in) (ft) (ft) (psi) (psi) 304 22.5 0 1.5 lx(us.90)=4.51 46 120 54 299 22.5 1.1 1.65 4.51 0.0001 0 50.51 0 299 22.5 0 1.5 lx(us.90)=4.51 1.25 120 54 298 23.75 1.1 1.65 4.51 0.0001 -0.5 5.76 0 298 23.75 0 1.5 1x(us.90)=4.51 3 120 53.4 297 23.75 1.1 1.65 4.51 0.0001 0 7.51 0 297 23.75 0 1.5 lx(us.90)=4.51 1.25 120 53.4 296 22.5 1.1 1.65 4.51 0.0001 0.5 5.76 0 296 22.5 0 1.5 lx(us.90)=4.51 2 120 54 "F 295 22.5 1.1 1.65 4.51 0.0001 0 6.51 0 295 22.5 0 1.5 lx(us.90)=4.51 5.97 120 54 293 22.5 1.1 1.65 4.51 0.0001 0 10.48 0 293 22.5 0 1.5 1x(us.90)=4.51 1.25 120 54 292 23.75 1.1 1.65 4.51 0.0001 -0.5 5.76 0 292 23.75 0 1.5 lx(us.90)=4.51 3 120 53.4 291 23.75 1.1 1.65 4.51 0.0001 0 7.51 0 291 23.75 0 1.5 lx(us.90)=4.51 1.25 120 53.4 290 22.5 1.1 1.65 4.51 0.0001 0.5 5.76 0 290 22.5 0 1.5 lx(us.Tee-Br)=9.02 25.94 120 54 273 22.5 1.1 1.65 9.02 0.0001 0 34.96 0 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 58