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CALCULATION SUMMARY S26222-_000F2- ,Fv 9 Mx_ r (A© ESE Project Name:TARGET WA.SQ. Project Location: 9009 SW HALL BLVD 8 Drawing No. :22-3544 City: TIGARD, OR 97223 JUN ' CITY OF TIGi ;-1 DING DIVL N Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 3 Demand (HW) CLASS IV 2000 1031.1 62.4 0.45 10.3 36 11 500 77 0 •I In 0 0 131 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:TARGET WA.SQ. Contract No. :22-3544 City: TIGARD, OR 97223 Project Location: 9009 SW HALL BLVD Date:5/17/2022 Contractor Information Name of Contractor: BASIC FIRE PROTECTION Address: 8135 NE MLK JR.BLVD. City: PORTLAND, OR 97211 Phone Number: 503-285-1855 E-mail:uwe@basicfire.com Name of Designer: U.P. Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 3 Remote Area Location OPU STORAGE Occupancy Classification CLASS IV Density(gpm/ft2) 0.45 Area of Application(ft2) 2000 Coverage per Sprinkler(ft2) 80 Number of Calculated Sprinklers 11 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 1031.1 Required Pressure at Source(psi) 60.9(available @ total water) Type of System Wet Volume-Entire System (gal) 1107 gal Water Supply Information Date 10/21/2021 Location SITE Source W1 Notes 15'STORAGE K-11.2 SSU File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Node Labels: Off Job:TARGET WA.SQ. Pipe Labels: Off Diagram for Design Area : 3 lilntimi7erl Hydraulic: Simnlifipol •ram ��4 �.. _ • , s r •� File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:TARGET WA.SQ. Hydraulic Analysis for : 3 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 :W1 Flow(gpm) Pressure(psi) 0 63 1958 56 System Pump Rated Flow(gpm) not defined Rated Pressure(psi) not defined Parameters Flow(gpm) Pressure(psi) 0 112 1250 80 1875 52 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) 531.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 531.1 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) -16.1 W1 -Flow(gpm) 531.1 Demand w/o System Pump(s) 89.3 psi @ 531.1 gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Pressure Summary @ Pump Discharge Available @ 283-0(psi) 163.9 Required @ 283-0(psi) 86.9 Safety Margin @ 283-0(psi) 77 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:TARGET WA.SQ. Hydraulic Analysis for : 3 . r f A•: S.svn elir•_ p AtlJ Avat!an le S.;o►• It 3rs:?„D,i7_t 1 ZD0f-------- I M)45120/IY38abIe Sup p 3,_ "• t. ! i. �1 1 . i S Ii 1 .. } f - - i } _ ii t i !. 4 i 3 t 3 i E S I ____.._.._..___ _._..___. _ i t ! } 0 600 700 300 900 1000 1100 1201 1000 1400 1500 1600 1700 1800 -?)0 2000 F bv4 gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:TARGET WA.SQ. Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) D1 Elevation Pressure 0 4.9 D2 System Demand 531.1 86.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor , Density i Flow Pressure Density Flow Pressure (ft2) (gpm/Psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) B1 Overhead 80 11.2 0.45 36 10.3 0.45 36 10.3 Sprinkler B10 Overhead 80 11.2 0.45 36 10.3 0.658 52.6 22.1 Sprinkler B11 Overhead 80 11.2 0.45 36 10.3 0.71 56.8 25.7 Sprinkler B2 Overhead 80 11.2 0.45 36 10.3 0.458 36.6 10.7 Sprinkler B3 Overhead 80 11.2 0.45 36 10.3 0.487 38.9 12.1 Sprinkler B4 Overhead 80 11.2 0.45 36 10.3 0.536 42.9 14.7 Sprinkler B5 Overhead 80 11.2 0.45 36 10.3 0.673 53.8 23.1 Sprinkler B6 Overhead 80 11.2 0.45 36 10.3 0.65 52 21.5 Sprinkler B7 Overhead 80 11.2 0.45 36 10.3 0.659 52.7 22.2 Sprinkler B8 Overhead 80 11.2 0.45 36 10.3 0.712 56.9 25.8 Sprinkler B9 Overhead 80 11.2 0.45 36 10.3 0.648 51.9 21.4 Sprinkler File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:TARGET WA.SQ. 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 B1 Overhead Sprinkler 11.2 36 80 10.3 10.3 12 HEAD Open 0 0.45 -7 36 B2 Overhead Sprinkler 11.2 36.6 80 10.7 10.3 12 HEAD Open 0.6 0.458 -7 36 B3 Overhead Sprinkler 11.2 38.9 80 12.1 10.3 12 HEAD Open 2.9 0.487 -7 36 B4 Overhead Sprinkler 11.2 42.9 80 14.7 10.3 12 HEAD Open 6.9 0.536 -7 36 B9 Overhead Sprinkler 11.2 51.9 80 21.4 10.3 12 HEAD Open 15.9 0.648 -7 36 B6 Overhead Sprinkler 11.2 52 80 21.5 10.3 12 HEAD Open 16 0.65 -7 36 B10 Overhead Sprinkler 11.2 52.6 80 22.1 10.3 12 HEAD Open 16.6 0.658 -7 36 B7 Overhead Sprinkler 11.2 52.7 80 22.2 10.3 I 12 HEAD Open 16.7 0.659 -7 36 B5 Overhead Sprinkler 11.2 53.8 80 23.1 10.3 12 HEAD Open 17.8 0.673 -7 36 B11 Overhead Sprinkler 11.2 56.8 80 25.7 10.3 12 HEAD Open 20.8 0.71 -7 36 B8 Overhead Sprinkler 11.2 56.9 80 25.8 10.3 12 HEAD Open 20.9 0.712 -7 36 283-I Node -18.6 1.13 NODE -2.1 289 Node -16.1 -3.5 NODE 0 Wl Supply 531.1 -16.1 -3.5 SUPPLY 0 003 Node 13.2 10.92 NODE -6.5 009 Node 13.6 10.92 NODE -6.5 012 Node 15.3 10.92 NODE -6.5 017 Node 18.4 10.92 NODE -6.5 056 Node 26.5 10.92 NODE -6.5 062 Node 26.7 10.92 NODE -6.5 055 Node 27.3 10.92 NODE -6.5 061 Node 27.4 10.92 NODE -6.5 019 Node 28.5 10.92 NODE -6.5 018 Node 29.4 10.92 NODE -6.5 053 Node 31.6 10.92 NODE -6.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:TARGET WA.SQ. 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/psi'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 059 Node 31.8 10.92 NODE -6.5 052 Node 32.6 10.92 NODE -6.5 058 Node 32.7 10.92 NODE -6.5 050 Node 40 9.92 NODE -6 049 Node 40.1 9.92 NODE -6 021 Node 40.9 9.92 NODE -6 048 Node 42 9.92 NODE -6 134 Node 51.9 18 NODE -9.7 077 Node 52.1 15.5 NODE -8.5 166 Node 54.2 18 NODE -9.7 079 Node 54.5 15.5 NODE -8.5 193 Node 56.1 18 NODE -9.7 081 Node 56.5 15.5 NODE -8.5 217 Node 57.4 18 NODE -9.7 082 Node 58 15.5 NODE -8.5 226 Node 58.9 18 NODE -9.7 083 Node 59.6 15.5 NODE -8.5 228 Node 60.2 18 NODE -9.7 084 Node 60.9 15.5 NODE -8.5 230 Node 61.2 18 NODE -9.7 085 Node 61.9 15.5 NODE -8.5 232 Node 62.1 18 NODE -9.7 086 Node 62.9 15.5 NODE -8.5 234 Node 63 18 NODE -9.7 236 Node 63.6 18 NODE -9.7 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:TARGET WA.SQ. 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 m ft2 psi psi ft gpm/psi'h gpm gpm/ft2 psi gpm 087 Node 63.8 15.5 NODE -8.5 238 Node 64.2 18 NODE -9.7 088 Node 64.4 15.5 NODE -8.5 240 Node 64.6 18 NODE -9.7 242 Node 65 18 NODE -9.7 089 Node 65.1 15.5 NODE -8.5 244 Node 65.4 18 NODE -9.7 090 Node 65.4 15.5 NODE -8.5 246 Node 65.7 18 NODE -9.7 091 Node 65.8 15.5 NODE -8.5 248 Node 65.9 18 NODE -9.7 250 Node 66.1 18 NODE -9.7 101 Node 66.2 18 NODE -9.7 252 Node 66.2 18 NODE -9.7 254 Node 66.3 18 NODE -9.7 092 Node 66.3 15.5 NODE -8.5 256 Node 66.3 18 NODE -9.7 093 Node 66.6 15.5 NODE -8.5 094 Node 66.8 15.5 NODE -8.5 095 Node 66.9 15.5 NODE -8.5 096 Node 67 15.5 NODE -8.5 097 Node 67.1 15.5 NODE -8.5 098 Node 67.1 15.5 NODE -8.5 099 Node 67.2 15.5 NODE -8.5 125 Node 68.6 18 NODE -9.7 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:TARGET WA.SQ. Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm ft2 psi psi ft 9Pm/PsiYz gpm gpm/ft2 psi gpm 159 Node 68.6 18 NODE -9.7 186 Node 68.7 18 NODE -9.7 213 Node 68.8 18 NODE -9.7 225 Node 68.9 18 NODE -9.7 227 Node 69 18 NODE -9.7 229 Node 69.1 18 NODE -9.7 231 Node 69.3 18 NODE -9.7 233 Node 69.5 18 NODE -9.7 235 Node 69.7 18 NODE -9.7 237 Node 69.9 18 NODE -9.7 239 Node 70.1 18 NODE -9.7 123 Node 70.3 15.42 NODE -8.5 122 Node 70.3 15.42 NODE -8.5 121 Node 70.3 15.42 NODE -8.5 120 Node 70.3 15.42 NODE -8.5 119 Node 70.4 15.42 NODE -8.5 241 Node 70.4 18 NODE -9.7 118 Node 70.5 15.42 NODE -8.5 117 Node 70.6 15.42 NODE -8.5 116 Node 70.7 15.42 NODE -8.5 243 Node 70.8 18 NODE -9.7 115 Node 70.9 15.42 NODE -8.5 114 Node 71 15.42 NODE -8.5 245 Node 71.2 18 NODE -9.7 113 Node 71.3 15.42 NODE -8.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:TARGET WA.SQ. 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 112 Node 71.5 15.42 NODE -8.5 247 Node 71.5 18 NODE -9.7 111 Node 71.7 15.42 NODE -8.5 249 Node 72 18 NODE -9.7 110 Node 72.2 15.42 NODE -8.5 251 Node 72.5 18 NODE -9.7 109 Node 72.5 15.42 NODE -8.5 108 Node 72.9 15.42 NODE -8.5 253 Node 72.9 18 NODE -9.7 107 Node 73.3 15.42 NODE -8.5 255 Node 73.4 18 NODE -9.7 106 Node 73.9 15.42 NODE -8.5 102 Node 74.1 18 NODE -9.7 105 Node 74.3 15.42 NODE -8.5 104 Node 74.8 15.42 NODE -8.5 103 Node 75.5 15.42 NODE -8.5 257 Node 77.6 15.42 NODE -8.5 262 Node 86.1 2.21 NODE -2.6 283-0 Node 86.9 1.13 NODE -2.1 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:TARGET WA.SQ. Hydraulic Calculations 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) Path No: 1 B1 12 11.2 36 1 lx(us.Tee-Br)=5 1.08 120 10.3 003 10.92 36 1.049 5 0.3851 0.5 6.08 2.3 003 10.92 0 1.5 9 120 13.2 009 10.92 36 1.61 0 0.0478 0 9 0.4 009 10.92 36.6 1.5 lx(us.90)=4 5.64 120 13.6 012 10.92 72.6 1.61 4 0.1753 0 9.64 1.7 012 10.92 38.9 1.5 8 120 15.3 017 10.92 111.6 1.61 0 0.3883 0 8 3.1 017 10.92 42.9 1.5 lx(us.Tee-Br)=8 7.46 120 18.4 018 10.92 154.4 1.61 8 0.7093 0 15.46 11 018 10.92 53.8 1.5 lx(us.Tee-Br)=8 1 120 29.4 021 9.92 208.2 1.61 8 1.2337 0.4 9 11.1 021 9.92 0 3 lx(us.Tee-Br)=20.16 7.74 120 40.9 048 9.92 208.2 3.26 20.16 0.0397 0 27.9 1.1 048 9.92 322.9 3 4x(us.90)=37.63 18.37 120 42 077 15.5 531.1 3.26 37.63 0.225 -2.4 56.01 12.6 077 15.5 -37.8 3 12 120 52.1 079 15.5 493.4 3.26 0 0.1963 0 12 2.4 079 15.5 -35 3 12 120 54.5 081 15.5 458.3 3.26 0 0.1712 0 12 2.1 081 15.5 -32.5 3 10 120 56.5 082 15.5 425.8 3.26 0 0.1494 0 10 1.5 082 15.5 -30.8 3 12 120 58 083 15.5 395 3.26 0 0.13 0 12 1.6 083 15.5 -29 3 12 120 59.6 084 15.5 366 3.26 0 0.1129 0 12 1.4 084 15.5 -27.1 3 10 120 60.9 085 15.5 339 3.26 0 0.0979 0 10 1 085 15.5 -25.7 3 12 120 61.9 086 15.5 313.3 3.26 0 0.0846 0 12 1 086 15.5 -24.2 3 12 120 62.9 087 15.5 289 3.26 0 0.0729 0 12 0.9 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:TARGET WA.SQ. Hydraulic Calculations 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'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 087 15.5 -23 3 10 120 63.8 088 15.5 266 3.26 0 0.0625 0 10 0.6 088 15.5 -22.2 3 12 120 64.4 089 15.5 243.8 3.26 0 0.0532 0 12 0.6 089 15.5 -21.5 3 8.49 120 65.1 090 15.5 222.3 3.26 0 0.0448 0 8.49 0.4 090 15.5 -21.1 3 10.83 120 65.4 091 15.5 201.2 3.26 0 0.0373 0 10.83 0.4 091 15.5 -20.9 3 14.51 120 65.8 092 15.5 180.3 3.26 0 0.0304 0 14.51 0.4 092 15.5 -20.8 3 12 120 66.3 093 15.5 159.5 3.26 0 0.0243 0 12 0.3 093 15.5 -21 3 10 120 66.6 094 15.5 138.6 3.26 0 0.0187 0 I 10 0.2 094 15.5 -21.3 3 12 120 66.8 095 15.5 117.3 3.26 0 0.0137 0 12 0.2 095 15.5 -21.8 3 12 120 66.9 096 15.5 95.5 3.26 0 0.0094 0 12 0.1 096 15.5 -22.6 3 10 120 67 097 15.5 72.9 3.26 0 0.0057 0 10 0.1 097 15.5 -23.3 3 10 120 67.1 098 15.5 49.6 3.26 0 0.0028 0 10 0.0 098 15.5 -24.1 3 lx(us.Tee-Br)=20.16 12 120 67.1 099 15.5 25.5 3.26 20.16 0.0008 0 32.16 0.0 099 15.5 0 1.5 1x(us.90)=4 2.5 120 67.2 101 18 25.5 1.61 4 0.0253 -1.1 6.5 0.2 101 18 0 1.25 lx(us.90)=3 144.13 120 66.2 102 18 25.5 1.38 3 0.0535 0 147.13 7.9 102 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 74.1 103 15.42 25.5 1.61 8 0.0253 1.1 10.58 0.3 103 15.42 505.6 4 lx(us.Tee-Br)=26.33 8.17 120 75.5 257 15.42 531.1 4.26 26.33 0.0611 0 34.5 2.1 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:TARGET WA.SQ. Hydraulic Calculations 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) Path No: 1 257 15.42 0 6 3x(us.90)=52.81 236.91 120 77.6 262 2.21 531.1 6.357 52.81 0.0087 5.7 289.72 2.5 262 2.21 0 8 1x(coupling)=2.33 28.74 120 86.1 283-0 1.13 531.1 8.329 5x(us.90)=104.9 107.24 0.0023 0.5 135.97 0.3 283-I 1.13 0 8 6x(us.90)=125.88 21.5 120 -18.6 289 -3.5 531.1 8.329 125.88 0.0023 2 147.39 0.3 289 -3.5 0 8 11.43 140 -16.1 W 1 -3.5 531.1 8.55 0 0.0015 0 11.43 0.0 W1 -16.1 Path No: 2 B2 12 11.2 36.6 1 1x(us.Tee-Br)=5 1.08 , 120 10.7 009 10.92 36.6 1.049 5 0.3974 0.5 6.08 2.4 009 13.6 Path No: 3 B3 12 11.2 38.9 1 •lx(us.Tee-Br)=5 1.08 120 12.1 012 10.92 38.9 1.049 5 0.4453 0.5 6.08 2.7 012 15.3 Path No: 4 B4 12 11.2 42.9 1 lx(us.Tee-Br)=5 1.08 120 14.7 017 10.92 42.9 1.049 5 0.5325 0.5 6.08 3.2 017 18.4 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 5 B9 12 11.2 51.9 1 1x(us.Tee-Br)=5 1.08 120 21.4 056 10.92 51.9 1.049 5 0.7569 0.5 6.08 4.6 056 10.92 0 1.5 8 120 26.5 055 10.92 51.9 1.61 0 0.094 0 8 0.8 055 10.92 52.6 1.5 lx(us.Tee-Br)=8 7.46 120 27.3 052 10.92 104.5 1.61 8 0.3438 0 15.46 5.3 052 10.92 56.8 1.5 lx(us.Tee-Br)=8 1 120 32.6 050 9.92 161.2 1.61 8 0.7682 0.4 9 6.9 050 9.92 0 3 7.5 120 40 049 9.92 161.2 3.26 0 0.0247 0 7.5 0.2 049 9.92 161.6 3 lx(us.Tee-Br)=20.16 0.76 120 40.1 048 9.92 322.9 3.26 20.16 0.0895 0 20.92 1.9 048 42 Path No: 6 B6 12 11.2 52 1 lx(us.Tee-Br)=5 1.08 120 21.5 062 10.92 52 1.049 5 0.7604 0.5 6.08 4.6 062 10.92 0 1.5 8 120 26.7 061 10.92 52 1.61 0 0.0944 0 8 0.8 061 10.92 52.7 1.5 lx(us.Tee-Br)=8 7.46 120 27.4 058 10.92 104.7 1.61 8 0.3454 0 15.46 5.3 058 10.92 56.9 1.5 1x(us.Tee-Br)=8 1 120 32.7 049 9.92 161.6 1.61 8 0.7717 0.4 9 6.9 049 40.1 Path No: 7 B10 12 11.2 52.6 1 lx(us.Tee-Br)=5 1.08 120 22.1 055 10.92 52.6 1.049 5 0.7774 0.5 6.08 4.7 055 27.3 Path No: 8 B7 12 11.2 52.7 1 1x(us.Tee-Br)=5 1.08 120 22.2 061 10.92 52.7 1.049 5 0.781 0.5 6.08 4.8 061 27.4 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 9 B5 12 11.2 53.8 1 1x(us.Tee-Br)=5 1.08 120 23.1 019 10.92 53.8 1.049 5 0.8105 0.5 6.08 4.9 019 10.92 0 1.5 lx(us.Tee-Br)=8 0.54 120 28.5 018 10.92 53.8 1.61 8 0.1006 0 8.54 0.9 018 29.4 Path No: 10 B11 12 11.2 56.8 1 lx(us.Tee-Br)=5 1.08 120 25.7 053 10.92 56.8 1.049 5 0.8957 0.5 6.08 5.4 053 10.92 0 1.5 lx(us.Tee-Br)=8 0.54 120 31.6 052 10.92 56.8 1.61 8 0.1112 0 8.54 0.9 052 32.6 Path No: 11 B8 12 11.2 56.9 1 lx(us.Tee-Br)=5 1.08 120 25.8 059 10.92 56.9 1.049 5 0.8997 0.5 6.08 5.5 1 059 10.92 0 1.5 lx(us.Tee-Br)=8 0.54 120 31.8 058 10.92 56.9 1.61 8 0.1117 0 8.54 1 058 32.7 1 r File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 12 077 15.5 0 1.5 2x(us.Tee-Br)=16 2.5 120 52.1 134 18 37.8 1.61 16 0.0522 -1.1 18.5 1 134 18 0 1.25 lx(us.Tee-Br)=6 144.13 120 51.9 125 18 37.8 1.38 6 0.1106 0 150.13 16.6 125 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 68.6 123 15.42 37.8 1.61 8 0.0522 1.1 10.58 0.6 123 15.42 0 4 12 120 70.3 122 15.42 37.8 4.26 0 0.0005 0 12 0 122 15.42 35 4 12 120 70.3 121 15.42 72.8 4.26 0 0.0015 0 12 0.0 121 15.42 32.5 4 10 120 70.3 120 15.42 105.3 4.26 0 0.0031 0 10 0.0 120 15.42 30.8 4 12 120 70.3 119 15.42 136.1 4.26 0 0.0049 0 12 0.1 • 119 15.42 29 4 12 120 70.4 118 15.42 165.1 4.26 0 0.007 0 12 0.1 118 15.42 27.1 4 10 120 70.5 t 117 15.42 192.1 4.26 0 0.0093 0 10 0.1 117 15.42 25.7 4 12 120 70.6 116 15.42 217.8 4.26 0 0.0117 0 12 0.1 116 15.42 24.2 4 12 120 70.7 115 15.42 242.1 4.26 0 0.0143 0 12 0.2 115 15.42 23 4 10 120 70.9 114 15.42 265.1 4.26 0 0.0169 0 10 0.2 114 15.42 22.2 4 12 120 71 113 15.42 287.3 4.26 0 0.0196 0 12 0.2 113 15.42 21.5 4 8.49 120 71.3 112 15.42 308.8 4.26 0 0.0224 0 8.49 0.2 112 15.42 21.1 4 10.83 120 71.5 111 15.42 329.9 4.26 0 0.0253 0 10.83 0.3 111 15.42 20.9 4 14.51 120 71.7 110 15.42 350.8 4.26 0 0.0284 0 14.51 0.4 110 15.42 20.8 4 12 120 72.2 109 15.42 371.6 4.26 0 0.0315 0 12 0.4 109 15.42 21 4 10 120 72.5 108 15.42 392.5 4.26 0 0.0349 0 10 0.3 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:TARGET WA.SQ. Hydraulic Calculations 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'/2) (gpm) (in) (ft) (ft) (psi) (psi) 108 15.42 21.3 4 12 120 72.9 107 15.42 413.8 4.26 0 0.0385 0 12 0.5 107 15.42 21.8 4 12 120 73.3 106 15.42 435.7 4.26 0 0.0424 0 12 0.5 106 15.42 22.6 4 10 120 73.9 105 15.42 458.2 4.26 0 0.0465 0 10 0.5 105 15.42 23.3 4 10 120 74.3 104 15.42 481.5 4.26 0 0.051 0 10 0.5 104 15.42 24.1 4 12 120 74.8 103 15.42 505.6 4.26 0 0.0558 0 12 0.7 103 75.5 Path No: 13 079 15.5 0 1.5 2x(us.Tee-Br)=16 2.5 120 54.5 166 18 35 1.61 16 0.0455 -1.1 18.5 _ 0.8 - . 166 18 0 1.25 lx(us.Tee-Br)=6 144.13 120 54.2 159 18 35 1.38 6 0.0963 0 150.13 14.5 159 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 68.6 122 15.42 35 1.61 8 0.0455 1.1 10.58 0.5 122 70.3 Path No: 14 081 15.5 0 1.5 2x(us.Tee-Br)=16 2.5 120 56.5 193 18 32.5 1.61 16 0.0396 -1.1 18.5 0.7 193 18 0 1.25 1x(us.Tee-Br)=6 144.13 120 56.1 186 18 32.5 1.38 6 0.0839 0 150.13 12.6 186 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 68.7 121 15.42 32.5 1.61 8 0.0396 1.1 10.58 0.4 121 70.3 i File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 19 i Job:TARGET WA.SQ. Hydraulic Calculations 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/) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 15 082 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 58 217 18 30.8 1.61 lx(us.90)=4 12 0.0358 -1.1 14.5 0.5 217 18 0 1.25 lx(us.Tee-Br)=6 144.13 120 57.4 213 18 30.8 1.38 6 0.0758 0 150.13 11.4 213 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 68.8 120 15.42 30.8 1.61 8 0.0358 1.1 10.58 0.4 120 70.3 Path No: 16 083 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 59.6 226 18 29 1.61 lx(us.90)=4 12 0.032 -1.1 14.5 0.5 226 18 0 1.25 lx(us.90)=3 144.13 120 58.9 225 18 29 1.38 3 0.0678 0 147.13 10 225 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 68.9 119 15.42 29 1.61 8 0.032 1.1 10.58 0.3 119 70.4 Path No: 17 084 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 60.9 228 18 27.1 1.61 lx(us.90)=4 12 0.0282 -1.1 14.5 0.4 228 18 0 1.25 lx(us.90)=3 144.13 120 60.2 227 18 27.1 1.38 3 0.0598 0 147.13 - 8.8 227 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 69 118 15.42 27.1 1.61 8 0.0282 1.1 10.58 0.3 118 70.5 Path No: 18 085 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 61.9 230 18 25.7 1.61 lx(us.90)=4 12 0.0256 -1.1 14.5 . 0.4 230 18 0 1.25 lx(us.90)=3 144.13 120 61.2 229 18 25.7 1.38 3 0.0542 0 147.13 , 8 229 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 69.1 117 15.42 25.7 1.61 8 0.0256 1.1 10.58 0.3 117 70.6 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 19 086 15.5 0 1.5 lx(us.Tee-Br)=8 I 2.5 120 62.9 232 18 24.2 1.61 lx(us.90)=4 12 0.023 -1.1 14.5 0.3 232 18 0 1.25 lx(us.90)=3 144.13 120 62.1 231 18 24.2 1.38 3 0.0487 0 147.13, 7.2 231 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 69.3 116 15.42 24.2 1.61 8 0.023 1.1 10.58 0.2 116 70.7 Path No: 20 087 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 63.8 234 18 23 1.61 1x(us.90)=4 12 0.0209 -1.1 14.5 0.3 234 18 0 1.25 lx(us.90)=3 144.13 120 63 233 18 23 1.38 3 0.0443 0 147.13 6.5 233 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 69.5 115 15.42 23 1.61 8 0.0209 1.1 10.58 0.2 115 70.9 Path No: 21 088 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 64.4 236 18 22.2 1.61 1x(us.90)=4 12 0.0196 -1.1 14.5_ 0.3 236 18 0 1.25 lx(us.90)=3 144.13 120 63.6 235 18 22.2 1.38 3 0.0414 0 147.13 6.1 235 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 69.7 114 15.42 22.2 1.61 8 0.0196 1.1 10.58 0.2 114 71 Path No: 22 089 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 65.1 238 18 21.5 1.61 lx(us.90)=4 12 0.0184 -1.1 14.5 0.3 238 18 " 0 1.25 lx(us.90)=3 144.13 120 64.2 237 18 21.5 1.38 3 0.0389 0 147.13 5.7 237 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 69.9 113 15.42 21.5 1.61 8 0.0184 1.1 10.58 0.2 113 71.3 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 23 090 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 65.4 240 18 21.1 1.61 lx(us.90)=4 12 0.0178 -1.1 14.5 0.3 240 18 0 1.25 lx(us.90)=3 144.13 120 64.6 239 18 21.1 1.38 3 0.0377 0 147.13 5.5 239 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 70.1 112 15.42 21.1 1.61 8 0.0178 1.1 10.58 0.2 112 71.5 Path No: 24 091 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 65.8 242 18 20.9 1.61 lx(us.90)=4 12 0.0174 -1.1 14.5 0.3 242 18 0 1.25 lx(us.90)=3 144.13 120 65 241 18 20.9 1.38 3 0.0369 0 147.13 5.4 241 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 70.4 111 15.42 20.9 1.61 8 0.0174 1.1 10.58 0.2 111 71.7 Path No: 25 092 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 66.3 244 18 20.8 1.61 1x(us.90)=4 12 0.0173 -1.1 14.5 0.3 244 18 0 1.25 lx(us.90)=3 144.13 120 65.4 243 18 20.8 1.38 3 0.0367 0 147.13 5.4 243 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 70.8 110 15.42 20.8 1.61 8 0.0173 1.1 10.58 0.2 110 72.2 Path No: 26 093 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 66.6 . 246 18 21 1.61 lx(us.90)=4 12 0.0176 -1.1 14.5 0.3 246 18 0 1.25 lx(us.90)=3 144.13 120 65.7 245 18 21 1.38 3 0.0372 0 147.13 5.5 245 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 71.2 109 15.42 21 1.61 8 0.0176 1.1 10.58 0.2 109 72.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 27 094 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 66.8 248 18 21.3 1.61 lx(us.90)=4 12 0.0181 -1.1 14.5 0.3 248 18 0 1.25 1x(us.90)=3 144.13 120 65.9 247 18 21.3 1.38 3 0.0383 0 147.13 5.6 247 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 71.5 108 15.42 21.3 1.61 8 0.0181 1.1 10.58 0.2 108 72.9 Path No: 28 095 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 66.9 250 18 21.8 1.61 1x(us.90)=4 12 0.0189 -1.1 14.5 0.3 250 18 0 1.25 lx(us.90)=3 144.13 120 66.1 249 18 21.8 1.38 3 0.0401 0 147.13 5.9 249 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 72 107 15.42 21.8 1.61 8 0.0189 1.1 10.58 0.2 107 73.3 Path No: 29 096 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 67 252 18 22.6 1.61 lx(us.90)=4 12 0.0201 -1.1 14.5 0.3 252 18 0 1.25 lx(us.90)=3 144.13 120 66.2 251 18 22.6 1.38 3 0.0426 0 147.13 6.3 251 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 72.5 106 15.42 22.6 1.61 8 0.0201 1.1 10.58 0.2 106 73.9 Path No: 30 097 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 67.1 254 18 23.3 1.61 lx(us.90)=4 12 0.0213 -1.1 14.5 0.3, 254 18 0 1.25 lx(us.90)=3 144.13 120 66.3 253 18 23.3 1.38 3 0.0452 0 147.13 _ 6.6 253 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 72.9 105 15.42 23.3 1.61 8 0.0213 1.1 10.58 0.2 105 74.3 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 31 098 15.5 0 1.5 'lx(us.Tee-Br)=8 2.5 120 67.1 256 18 24.1 1.61 lx(us.90)=4 12 0.0228 -1.1 f 14.5 0.3 256 18 0 1.25 lx(us.90)=3 144.13 120 66.3 255 18 24.1 1.38 3 0.0482 0 147.13 7.1 255 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 73.4 104 15.42 24.1 1.61 8 0.0228 1.1 10.58 0.2 104 74.8 Pump to Supply at Demand Flow 283-0 1.13 0 8 1.5 0 163.9 PUMP 283-I 1.13 531.1 0 0 70.2877 0 *** 1.5 -105.4 283-I 58.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 32.82 ft/s occurs in the following pipe(s): (021-018) File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:TARGET WA.SQ. Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: Wl; Supply Name:W1 55 60.9psi Ita 1031.1 gpm(531.1 gpm+500gpm add.out.hose) 55 50- E {_... g • 30 20_ 15 0 CD CZ 0t C• 0 FI Pressure Boost Function Design Area: 3; Pump Ref.: 692 (PUMP, Size =8); Inlet Node: 283-I; Outlet Node: 283-0 113, 105.4 psi©531.1 gpm 103.2- _ 93 2 73.2 ai 0. 53 - _ 43.2- 13 2- 3 2- N pp Flow,gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 25 PPS20z2-G 2 CALCULATION SUMMARY ?CO? j9L 8LvZ RECEIVED Project Name:TARGET WA.SQ. Project Location: 9009 SW HALL BLVD Drawing No. :22-3544 City: TIGARD, OR 97223 JUN 8 2022 G1N OF TIGARD 3U1tD1NG ONIS10Thi Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 4 Demand (HW) CLASS IV 2000 1203.2 61.9 0.6 18.4 48 11 500 14.3 0 an an n m 0 0 113 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:TARGET WA.SQ. Contract No. :22-3544 City: TIGARD, OR 97223 Project Location: 9009 SW HALL BLVD Date:5/17/2022 Contractor Information Name of Contractor: BASIC FIRE PROTECTION Address: 8135 NE MLK JR.BLVD. City: PORTLAND, OR 97211 Phone Number: 503-285-1855 E-mail:uwe@basicfire.com Name of Designer: U.P. Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 4 Remote Area Location OPU STORAGE Occupancy Classification CLASS IV Density(gpm/ft2) 0.6 Area of Application(ft2) 2000 Coverage per Sprinkler(ft2) 80 Number of Calculated Sprinklers 11 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 1203.2 Required Pressure at Source(psi) 60.2(available @ total water) Type of System Wet Volume-Entire System (gal) 1107 gal Water Supply Information Date 10/21/2021 Location SITE Source W1 Notes 15'STORAGE K-11.2 SSU File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:TARGET WA.SQ. Node Labels: Off Pipe Labels: Off Diagram for Design Area : 4 (nntimi7Aci Hvdratilit Simnlifierll File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:TARGET WA.SQ. Hydraulic Analysis for : 4 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 :W1 Flow(gpm) Pressure(psi) 0 63 1958 56 System Pump Rated Flow(gpm) not defined Rated Pressure(psi) not defined Parameters Flow(gpm) _ Pressure(psi) 0 112 1250 80 1875 52 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) 703.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 703.2 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 45.9 W1 -Flow(gpm) 703.2 Demand w/o System Pump(s) 146.8 psi @ 703.2 gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Pressure Summary @ Pump Discharge Available @ 283-0(psi) 158.4 Required @ 283-0(psi) 144.2 Safety Margin @ 283-0(psi) 14.3 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :TARGET WA.SQ. Hydraulic Analysis for : 4 299------ _ i1 I : i€ l t 11..0- " . i- 3 f $ i i a - I s I € # 1�9 4. 7 _ 9 r i es 100— , i t 1. 1_ i --r . I 1 I 9 Fkr.%gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:TARGET WA.SQ. Hydraulic Analysis for : 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) D1 Elevation Pressure 0 4.9 D2 System Demand 703.2 144.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psilh) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) B1 Overhead 80 11.2 0.6 48 18.4 0.6 48 18.4 Sprinkler B10 Overhead 80 11.2 0.6 48 18.4 0.87 69.6 38.6 Sprinkler B11 Overhead 80 11.2 0.6 48 18.4 0.937 74.9 44.8 Sprinkler B2 Overhead 80 11.2 0.6 48 18.4 0.61 48.8 19 Sprinkler B3 Overhead 80 11.2 0.6 48 18.4 0.647 51.8 21.4 Sprinkler B4 Overhead 80 11.2 0.6 48 18.4 0.711 56.9 25.8 Sprinkler B5 Overhead 80 11.2 0.6 48 18.4 0.887 71 40.2 Sprinkler B6 Overhead 80 11.2 0.6 48 18.4 0.86 68.8 37.7 Sprinkler B7 Overhead 80 11.2 0.6 48 18.4 0.872 69.7 38.8 Sprinkler B8 Overhead 80 11.2 0.6 48 18.4 0.939 75.1 45 Sprinkler Overhead B9 80 11.2 0.6 48 18.4 0.858 68.6 37.5 Sprinkler File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:TARGET WA.SQ. 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/psi'h gpm ft2 psi psi ft gpm gpm/ft2 psi gpm B1 Overhead Sprinkler 11.2 48 80 18.4 18.4 12 HEAD Open 0 0.6 -7 48 B2 Overhead Sprinkler 11.2 48.8 80 19 18.4 12 HEAD Open 0.8 0.61 -7 48 B3 Overhead Sprinkler 11.2 51.8 80 21.4 18.4 12 HEAD Open 3.8 0.647 -7 48 B4 Overhead Sprinkler 11.2 56.9 80 25.8 18.4 12 HEAD Open 8.9 0.711 -7 48 B9 Overhead Sprinkler 11.2 68.6 80 37.5 18.4 12 HEAD Open 20.6 0.858 -7 48 B6 Overhead Sprinkler 11.2 68.8 80 37.7 18.4 1 12 HEAD Open 20.8 0.86 -7 48 B10 Overhead Sprinkler 11.2 69.6 80 38.6 18.4 12 HEAD Open 21.6 0.87 -7 48 B7 Overhead Sprinkler 11.2 69.7 80 38.8 18.4 12 HEAD Open 21.7 0.872 -7 48 B5 Overhead Sprinkler 11.2 71 80 40.2 18.4 12 HEAD Open 23 0.887 -7 48 B11 Overhead Sprinkler 11.2 74.9 80 44.8 18.4 12 HEAD Open 26.9 0.937 -7 48 B8 Overhead Sprinkler 11.2 75.1 80 45 18.4 12 HEAD Open 27.1 0.939 -7 48 003 Node 22.8 ' 10.92 NODE -6.5 009 Node 23.6 10.92 NODE -6.5 012 Node 26.5 10.92 NODE -6.5 017 Node 31.7 10.92 NODE -6.5 283-I Node 43.2 1.13 NODE -2.1 056 Node 45.7 10.92 NODE -6.5 289 Node 45.9 -3.5 NODE 0 W1 Supply -703.2 45.9 -3.5 SUPPLY 0 062 Node 46 10.92 NODE -6.5 055 Node 47 10.92 NODE -6.5 061 Node 47.2 ' 10.92 NODE -6.5 019 Node 48.9 10.92 NODE -6.5 018 Node 50.3 10.92 NODE -6.5 053 Node 54.3 10.92 NODE -6.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:TARGET WA.SQ. 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/psi'/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 059 Node 54.6 10.92 NODE -6.5 052 Node 55.9 10.92 NODE -6.5 058 Node 56.2 10.92 NODE -6.5 050 Node 68 9.92 NODE -6 049 Node 68.3 9.92 NODE -6 021 Node 69.6 9.92 NODE -6 048 Node 71.4 9.92 NODE -6 077 Node 90.1 15.5 NODE -8.5 134 Node 90.6 18 NODE -9.7 079 Node 94.1 15.5 NODE -8.5 166 Node 94.4 18 NODE -9.7 081 Node 97.5 15.5 NODE -8.5 193 Node 97.6 18 NODE -9.7 217 Node 99.8 18 NODE -9.7 082 Node 100 15.5 NODE -8.5 226 Node 102.3 18 NODE -9.7 083 Node 102.7 15.5 NODE -8.5 228 Node 104.5 18 NODE -9.7 084 Node 104.9 15.5 NODE -8.5 230 Node 106.1 18 NODE -9.7 085 Node 106.6 15.5 NODE -8.5 232 Node 107.7 18 NODE -9.7 086 Node 108.3 15.5 NODE -8.5 234 Node 109.1 18 NODE -9.7 087 Node 109.8 15.5 NODE -8.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:TARGET WA.SQ. Hydraulic Calculations I 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/psi'/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 236 Node 110.2 18 NODE -9.7 088 Node 110.8 15.5 NODE -8.5 238 Node 111.2 18 NODE -9.7 240 Node 111.8 18 NODE -9.7 089 Node 111.9 15.5 NODE -8.5 242 Node 112.5 18 NODE -9.7 090 Node 112.5 15.5 NODE -8.5 091 Node 113.2 15.5 NODE -8.5 244 Node 113.2 18 NODE -9.7 246 Node 113.7 18 NODE -9.7 092 Node 113.9 15.5 NODE -8.5 248 Node 114.1 18 NODE -9.7 250 Node 114.4 18 NODE -9.7 093 Node 114.4 15.5 NODE -8.5 101 Node 114.6 18 NODE -9.7 252 Node 114.6 18 NODE -9.7 254 Node 114.7 18 NODE -9.7 094 Node 114.8 15.5 NODE -8.5 256 Node 114.8 18 NODE -9.7 095 Node 115 15.5 NODE -8.5 096 Node 115.2 15.5 NODE -8.5 097 Node 115.3 15.5 NODE -8.5 098 Node 115.4 15.5 NODE -8.5 099 Node 115.4 15.5 NODE -8.5 125 Node 118.5 18 NODE -9.7 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:TARGET WA.SQ. Hydraulic Calculations I 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/psi'/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 159 Node 118.7 18 NODE -9.7 186 Node 118.8 18 NODE -9.7 213 Node 118.9 18 NODE -9.7 225 Node 119.1 18 NODE -9.7 227 Node 119.3 18 NODE -9.7 229 Node 119.5 18 NODE -9.7 231 Node 119.8 18 NODE -9.7 233 Node 120.1 18 NODE -9.7 235 Node 120.4 18 NODE -9.7 123 Node 120.6 15.42 NODE -8.5 122 Node 120.6 15.42 NODE -8.5 121 Node 120.7 15.42 NODE -8.5 120 Node 120.7 15.42 NODE -8.5 119 Node 120.8 15.42 NODE -8.5 237 Node 120.8 18 NODE -9.7 118 Node 121 15.42 NODE -8.5 117 Node 121.1 15.42 NODE -8.5 239 Node 121.2 18 NODE -9.7 116 Node 121.4 15.42 NODE -8.5 241 Node 121.6 18 NODE -9.7 115 Node 121.6 15.42 NODE -8.5 114 Node 121.9 15.42 NODE -8.5 113 Node 122.3 15.42 NODE -8.5 243 Node 122.3 18 NODE -9.7 112 Node 122.6 15.42 NODE -8.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:TARGET WA.SQ. 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/psi1/2 gpm ft2 psi psi ftgpm gpm/ft2 psi gpm 245 Node 123 18 NODE -9.7 111 Node 123.1 15.42 NODE -8.5 247 Node 123.5 18 NODE -9.7 110 Node 123.8 15.42 NODE -8.5 249 Node 124.3 18 NODE -9.7 109 Node 124.4 15.42 NODE -8.5 108 Node 125 15.42 NODE -8.5 251 Node 125.1 18 NODE -9.7 107 Node 125.8 15.42 NODE -8.5 253 Node 125.9 18 NODE -9.7 106 Node 126.6 15.42 NODE -8.5 255 Node 126.7 18 NODE -9.7 105 Node 127.4 15.42 NODE -8.5 102 Node 127.8 18 NODE -9.7 104 Node 128.3 15.42 NODE -8.5 103 Node 129.4 15.42 NODE -8.5 257 Node 133 15.42 NODE -8.5 262 Node 143.1 2.21 NODE -2.6 283-0 Node 144.2 1.13 NODE -2.1 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:TARGET WA.SQ. Hydraulic Calculations 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) Path No: 1 B1 12 11.2 48 1 1x(us.Tee-Br)=5 1.08 120 18.4 003 10.92 48 1.049 5 0.6561 0.5 6.08 4 003 10.92 0 1.5 9 120 22.8 009 10.92 48 1.61 0 0.0815 0 9 0.7 009 10.92 48.8 1.5 1x(us.90)=4 5.64 120 23.6 012 10.92 96.8 1.61 4 0.2986 0 9.64 2.9 012 10.92 51.8 1.5 8 120 26.5 017 10.92 148.6 1.61 0 0.6602 0 8 5.3 017 10.92 56.9 1.5 lx(us.Tee-Br)=8 7.46 120 31.7 018 10.92 205.4 1.61 8 1.2033 0 15.46 18.6 018 10.92 71 1.5 lx(us.Tee-Br)=8 1 120 50.3 021 9.92 276.4 1.61 8 2.0849 0.4 9 18.8 021 9.92 0 3 lx(us.Tee-Br)=20.16 7.74 120 69.6 048 9.92 276.4 3.26 20.16 0.0671 0 27.9 1.9 048 9.92 426.7 3 4x(us.90)=37.63 18.37 120 71.4 077 15.5 703.2 3.26 37.63 0.3783 -2.4 56.01 21.2 077 15.5 -50 3 12 120 90.1 079 15.5 653.2 3.26 0 0.33 0 12 4 079 15.5 -46.4 3 12 120 94.1 081 15.5 606.8 3.26 0 0.288 0 12 3.5 081 15.5 -43 3 10 120 97.5 082 15.5 563.8 3.26 0 0.2513 0 10 2.5 082 15.5 -40.8 3 12 120 100 083 15.5 523 3.26 0 0.2187 0 12 2.6 083 15.5 -38.4 3 12 120 102.7 084 15.5 484.6 3.26 0 0.1899 0 12 2.3 084 15.5 -35.9 3 10 120 104.9 085 15.5 448.8 3.26 0 0.1647 0 10 1.6 085 15.5 -34 3 12 120 106.6 086 15.5 414.8 3.26 0 0.1423 0 12 1.7 086 15.5 -32.1 3 12 120 108.3 087 15.5 382.7 3.26 0 0.1226 0 12 1.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:TARGET WA.SQ. Hydraulic Calculations 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) Path No: 1 087 15.5 -30.5 3 10 120 109.8 088 15.5 352.2 3.26 0 0.1051 0 10 1.1 088 15.5 -29.4 3 12 120 110.8 089 15.5 322.8 3.26 0 0.0894 0 12 1.1 089 15.5 -28.4 3 8.49 120 111.9 090 15.5 294.3 3.26 0 0.0754 0 8.49 0.6 090 15.5 -27.9 3 10.83 120 112.5 091 15.5 266.4 3.26 0 0.0627 0 10.83 0.7 091 15.5 -27.6 3 14.51 120 113.2 092 15.5 238.8 3.26 0 0.0512 0 14.51 0.7 092 15.5 -27.5 3 12 120 113.9 093 15.5 211.2 3.26 0 0.0408 0 12 0.5 093 15.5 -27.8 3 10 120 114.4 094 15.5 183.5 3.26 0 0.0314 0 10 0.3 094 15.5 -28.2 3 12 120 114.8 095 15.5 155.3 . 3.26 0 0.0231 0 12 0.3 095 15.5 -28.9 3 12 120 115 096 15.5 126.4 3.26 0 0.0158 0 12 0.2 096 15.5 -29.9 3 10 120 115.2 097 15.5 96.5 3.26 0 0.0096 0 10 0.1 • 097 15.5 -30.8 3 10 120 115.3 098 15.5 65.7 3.26 0 0.0047 0 i 10 0.0 098 15.5 -31.9 3 lx(us.Tee-Br)=20.16 12 120 115.4 099 15.5 33.8 3.26 20.16 0.0014 0 32.16 0.0 099 15.5 0 1.5 lx(us.90)=4 2.5 120 115.4 101 18 33.8 1.61 4 0.0425 -1.1 6.5 0.3 101 18 0 1.25 lx(us.90)=3 144.13 120 114.6 102 18 33.8 1.38 3 0.09 0 147.13 13.2 102 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 127.8 103 15.42 33.8 1.61 8 0.0425 1.1 10.58 0.4 103 15.42 669.4 4 lx(us.Tee-Br)=26.33 8.17 120 129.4 257 15.42 703.2 4.26 26.33 0.1028 0 34.5 3.5 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:TARGET WA.SQ. Hydraulic Calculations 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'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 257 15.42I 0 6 3x(us.90)=52.81 236.91 120 133 262 2.21 703.2 6.357 52.81 0.0146 5.7 289.72 4.2 262 2.21 0 8 lx(coupling)=2.33 28.74 120 143.1 283-0 1.13 703.2 8.329 5x(us.90)=104.9 107.24 0.0039 0.5 135.97. 0.5 283-I 1.13 0 8 6x(us.90)=125.88 21.5 120 43.2 289 -3.5 703.2 8.329 125.88 0.0039 2 147.39 0.6 289 -3.5 0 8 11.43 140 45.9 W 1 -3.5 703.2 8.55 0 0.0026 0 11.43 0.0 W 1 45.9 Path No: 2 B2 12 11.2 48.8 1 lx(us.Tee-Br)=5 1.08 120 19 009 10.92 48.8 1.049 5 0.6763 0.5 6.08 4.1 009 23.6 Path No: 3 B3 12 11.2 51.8 1 lx(us.Tee-Br)=5 1.08 120 21.4 012 10.92 51.8 1.049 5 0.755 0.5 6.08 4.6 012 26.5 Path No: 4 B4 12 11.2 56.9 1 lx(us.Tee-Br)=5 1.08 120 25.8 017 10.92 56.9 1.049 5 0.8983 0.5 6.08 5.5 017 31.7 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 5 B9 12 11.2 68.6 1 lx(us.Tee-Br)=5 1.08 120 37.5 056 10.92 68.6 1.049 5 1.2715 0.5 6.08 7.7 056 10.92 0 1.5 8 120 45.7 055 10.92 68.6 1.61 0 0.1579 0 8 1.3 055 10.92 69.6 1.5 lx(us.Tee-Br)=8 7.46 120 47 052 10.92 138.2 1.61 8 0.5773 0 15.46 8.9 052 10.92 74.9 1.5 lx(us.Tee-Br)=8 1 120 55.9 050 9.92 213.1 1.61 8 1.2878 0.4 9 11.6 050 9.92 0 3 7.5 120 68 049 9.92 213.1 3.26 0 0.0415 0 7.5 0.3 049 9.92 213.6 3 1x(us.Tee-Br)=20.16 0.76 120 68.3 048 9.92 426.7 3.26 20.16 0.15 0 20.92 3.1 048 71.4 Path No: 6 B6 12 11.2 68.8 1 lx(us.Tee-Br)=5 1.08 120 37.7 062 10.92 68.8 1.049 5 1.2771 0.5 6.08 7.8 062 10.92 0 1.5 8 120 46 061 10.92 68.8 1.61 0 0.1586 0 8 1.3 061 10.92 69.7 1.5 lx(us.Tee-Br)=8 7.46 120 47.2 058 10.92 138.5 1.61 8 0.5798 0 15.46 9 058 10.92 75.1 1.5 lx(us.Tee-Br)=8 1 120 56.2 049 9.92 213.6 1.61 8 1.2935 0.4 9 11.6 049 68.3 Path No: 7 B10 12 11.2 69.6 1 lx(us.Tee-Br)=5 1.08 120 38.6 055 10.92 69.6 1.049 5 1.3047 0.5 6.08 7.9 055 47 Path No: 8 B7 12 11.2 69.7 1 lx(us.Tee-Br)=5 1.08 120 38.8 061 10.92 69.7 1.049 5 1.3105 0.5 6.08 8 061 47.2 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 16 W - Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 9 B5 12 11.2 71 1 lx(us.Tee-Br)=5 1.08 120 40.2 019 10.92 71 1.049 5 1.3544 0.5 6.08 : 8.2 019 10.92 0 1.5 lx(us.Tee-Br)=8 0.54 120 48.9 018 10.92 71 1.61 8 0.1681 0 8.54 1.4 018 50.3 Path No: 10 B11 12 11.2 74.9 1 lx(us.Tee-Br)=5 1.08 120 44.8 053 10.92 74.9 1.049 5 1.4968 0.5 6.08 9.1, , 053 10.92 0 1.5 lx(us.Tee-Br)=8 0.54 120 54.3 052 10.92 74.9 1.61 8 0.1858 0 8.54 1.6 052 55.9 Path No: 11 B8 12 11.2 75.1 1 lx(us.Tee-Br)=5 1.08 120 45 059 10.92 75.1 1.049 5 1.5034 0.5 6.08 9.1 059 10.92 0 1.5 lx(us.Tee-Br)=8 0.54 120 54.6 058 10.92 75.1 1.61 8 0.1866 0 8.54 1.6 058 56.2 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 12 077 15.5 0 1.5 2x(us.Tee-Br)=16 2.5 120 90.1 134 18 50 1.61 16 0.0878 -1.1 18.5 1.6 134 18 0 1.25 lx(us.Tee-Br)=6 144.13 120 90.6 125 18 50 1.38 6 0.186 0 150.13 27.9 125 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 118.5 123 15.42 50 1.61 8 0.0878 1.1 10.58 0.9 123 15.42 0 4 12 120 120.6 122 15.42 50 4.26 0 0.0008 0 12 0 122 15.42 46.4 4 12 120 120.6 121 15.42 96.4 4.26 0 0.0026 0 12 0.0 121 15.42 43 4 10 120 120.7 120 15.42 139.4 4.26 0 0.0051 0 10 0.1 120 15.42 40.8 4 12 120 120.7 119 15.42 180.2 4.26 0 0.0083 0 12 0.1 119 15.42 38.4 4 12 120 120.8 118 15.42 218.5 4.26 0 0.0118 0 12 0.1 118 15.42 35.9 4 10 120 121 117 15.42 254.4 4.26 0 0.0156 0 10 0.2 117 15.42 34 4 12 120 121.1 116 15.42 288.4 4.26 0 0.0197 0 12 0.2 116 15.42 32.1 4 12 120 121.4 115 15.42 320.5 4.26 0 0.024 0 12 0.3 115 15.42 30.5 4 10 120 121.6 114 15.42 351 4.26 0 0.0284 0 10 0.3 114 15.42 29.4 4 12 120 121.9 113 15.42 380.4 4.26 0 0.033 0 12 0.4 113 15.42 28.4 4 8.49 120 122.3 112 15.42 408.8 4.26 0 0.0377 0 8.49 0.3 112 15.42 27.9 4 10.83 120 122.6 111 15.42 436.8 4.26 0 0.0426 0 10.83 0.5 111 15.42 27.6 4 14.51 120 123.1 110 15.42 464.4 4.26 0 0.0477 0 14.51 0.7 110 15.42 27.5 4 12 120 123.8 109 15.42 491.9 4.26 0 0.0531 0 12 0.6 109 15.42 27.8 4 10 120 124.4 108 15.42 519.7 4.26 0 0.0587 0 10 0.6 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:TARGET WA.SQ. Hydraulic Calculations 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/psivz) (gpm) (in) (ft) (ft) (psi) (psi) 108 15.42 28.2 4 12 120 125 107 15.42 547.9 4.26 0 0.0648 0 12 0.8 107 15.42 28.9 4 12 120 125.8 106 15.42 576.8 4.26 0 0.0712 0 12 0.9 106 15.42 29.9 4 10 120 126.6 105 15.42 606.6 4.26 0 0.0782 0 10 0.8 105 15.42 30.8 4 10 120 127.4 104 15.42 637.5 4.26 0 0.0857 0 10 0.9 104 15.42 31.9 4 12 120 128.3 103 15.42 669.4 4.26 0 0.0938 0 12 1.1 103 129.4 Path No: 13 079 15.5 0 1.5 2x(us.Tee-Br)=16 2.5 120 94.1 166 18 46.4 1.61 16 0.0764 -1.1 18.5 1.4 166 18 0 1.25 lx(us.Tee-Br)=6 144.13 120 94.4 159 18 46.4 1.38 6 0.1619 0 150.13 24.3 159 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 118.7 122 15.42 46.4 1.61 8 0.0764 1.1 10.58 0.8 122 120.6 Path No: 14 081 15.5 0 1.5 2x(us.Tee-Br)=16 2.5 120 97.5 193 18 43 1.61 16 0.0666 -1.1 18.5 1.2 193 18 0 1.25 lx(us.Tee-Br)=6 144.13 120 97.6 186 18 43 1.38 6 0.141 0 150.13 21.2 186 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 118.8 121 15.42 43 1.61 8 0.0666 1.1 10.58 0.7 121 120.7 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:TARGET WA.SQ. Hydraulic Calculations 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) Path No: 15 082 15.5 ' 0 1.5 lx(us.Tee-Br)=8 2.5 120 100 217 18 40.8 1.61 1x(us.90)=4 12 0.0602 -1.1 14.5 0.9 217 18 0 1.25 lx(us.Tee-Br)=6 144.13 120 99.8 213 18 40.8 1.38 6 0.1275 0 150.13 19.1 213 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 118.9 120 15.42 40.8 1.61 8 0.0602 1.1 10.58 0.6 120 120.7 Path No: 16 083 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 102.7 226 18 38.4 1.61 1x(us.90)=4 12 0.0538 -1.1 14.5 0.8 226 18 0 1.25 lx(us.90)=3 144.13 120 102.3 225 18 38.4 1.38 3 0.114 0 147.13 16.8 225 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 119.1 119 15.42 38.4 1.61 8 0.0538 1.1 10.58 0.6 119 120.8 Path No: 17 084 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 104.9 228 18 35.9 1.61 lx(us.90)=4 12 0.0475 -1.1 14.5 0.7 . 228 18 0 1.25 lx(us.90)=3 144.13 120 104.5 227 18 35.9 1.38 3 0.1005 0 147.13 14.8 227 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 119.3 118 15.42 35.9 1.61 8 0.0475 1.1 10.58 0.5 118 121 Path No: 18 085 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 106.6 230 18 34 1.61 lx(us.90)=4 12 0.043 -1.1 14.5 ' 0.6 230 18 0 1.25 lx(us.90)=3 144.13 120 106.1 229 18 34 1.38 3 0.0912 0 147.13 13.4 229 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 119.5 117 15.42 34 1.61 8 0.043 1.1 10.58 0.5 117 121.1 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 19 086 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 108.3 232 18 32.1 1.61 lx(us.90)=4 12 0.0387 -1.1 14.5 0.6 232 18 0 1.25 lx(us.90)=3 144.13 120 107.7 231 18 32.1 1.38 3 0.0819 0 147.13 12.1 231 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 119.8 116 15.42 32.1 1.61 8 0.0387 1.1 10.58 0.4 116 121.4 Path No: 20 087 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 109.8 234 18 30.5 1.61 lx(us.90)=4 12 0.0352 -1.1 14.5 0.5 234 18 0 1.25 lx(us.90)=3 144.13 120 109.1 233 18 30.5 1.38 3 0.0745 0 147.13 11 233 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 120.1 115 15.42 30.5 1.61 8 0.0352 1.1 10.58 0.4 115 121.6 Path No: 21 088 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 110.8 236 18 29.4 1.61 lx(us.90)=4 12 0.0329 -1.1 14.5 0.5 236 18 0 1.25 lx(us.90)=3 144.13 120 110.2 235 18 29.4 1.38 3 0.0696 0 147.13 10.2 235 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 120.4 114 15.42 29.4 1.61 8 0.0329 1.1 10.58 0.3 114 121.9 Path No: 22 089 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 111.9 238 18 28.4 1.61 lx(us.90)=4 12 0.0309 -1.1 _ 14.5 0.4 238 18 0 1.25 lx(us.90)=3 144.13 120 111.2 237 18 28.4 1.38 3 0.0654 0 147.13 - 9.6_ 237 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 120.8 113 15.42 28.4 1.61 8 0.0309 1.1 10.58 0.3 113 122.3 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 23 090 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 112.5 1 240 18 27.9 1.61 lx(us.90)=4 12 0.0299 -1.1 14.5 0.4 240 18 0 1.25 lx(us.90)=3 144.13 120 111.8 239 18 27.9 1.38 3 0.0634 0 147.13 9.3 239 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 121.2 112 15.42 27.9 1.61 8 0.0299 1.1 10.58 0.3 112 122.6 Path No: 24 091 15.5 0 1.5 1x(us.Tee-Br)=8 2.5 120 113.2 242 18 27.6 1.61 lx(us.90)=4 12 0.0293 -1.1 14.5 0.4 242 18 0 1.25 lx(us.90)=3 144.13 120 112.5 241 18 27.6 1.38 3 0.062 0 147.13 9.1 241 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 121.6 111 15.42 27.6 1.61 8 0.0293 1.1 10.58 0.3 111 123.1 Path No: 25 092 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 113.9 244 18 27.5 1.61 lx(us.90)=4 12 0.0291 -1.1 14.5 0.4 244 18 0 1.25 lx(us.90)=3 144.13 120 113.2 243 18 27.5 1.38 3 0.0617 0 147.13 . 9.1 243 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 122.3 110 15.42 27.5 1.61 8 0.0291 1.1 10.58 0.3 110 123.8 Path No: 26 093 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 114.4 246 18 27.8 1.61 1x(us.90)=4 12 0.0296 -1.1 14.5 0.4 246 18 0 1.25 1x(us.90)=3 144.13 120 113.7 245 18 27.8 1.38 3 0.0626 0 147.13 9.2_ 245 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 123 109 15.42 27.8 1.61 8 0.0296 1.1 10.58 0.3 109 124.4 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 27 094 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 114.8 248 18 28.2 1.61 lx(us.90)=4 i 12 0.0304 -1.1 14.5 0.4 248 18 0 1.25 1x(us.90)=3 144.13 120 114.1 247 18 28.2 1.38 3 0.0643 0 147.13 9.5 247 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 123.5 108 15.42 28.2 1.61 8 0.0304 1.1 10.58 0.3 108 125 Path No: 28 095 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 ' 120 115 250 18 28.9 1.61 lx(us.90)=4 12 0.0318 -1.1 _ 14.5 0.5 250 18 0 1.25 lx(us.90)=3 144.13 120 114.4 249 18 28.9 1.38 3 0.0675 0 147.13 9.9 249 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 124.3 107 15.42 28.9 1.61 8 0.0318 1.1 10.58 0.3 107 125.8 Path No: 29 096 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 115.2 252 18 29.9 1.61 lx(us.90)=4 12 0.0338 -1.1 14.5 0.5 252 18 0 1.25 lx(us.90)=3 144.13 120 114.6 251 18 29.9 1.38 3 0.0717 0 147.13 10.5 251 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 125.1 106 15.42 29.9 1.61 8 0.0338 1.1 10.58 0.4 106 126.6 Path No: 30 • 097 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 115.3 1 254 18 30.8 1.61 lx(us.90)=4 12 0.0359 -1.1 14.5 0.5 254 18 0 1.25 lx(us.90)=3 144.13 120 114.7 253 18 30.8 1.38 3 0.076 0 _147.13 11.2 253 18 0 1.5 1x(us.Tee-Br)=8 2.58 120 125.9 105 15.42 30.8 1.61 8 0.0359 1.1 10.58 0.4 105 127.4 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 31 098 15.5 0 1.5 lx(us.Tee-Br)=8 2.5 120 115.4 256 18 31.9 1.61 lx(us.90)=4 I 12 0.0383 -1.1 14.5 0.6 256 18 0 1.25 lx(us.90)=3 144.13 120 114.8 255 18 31.9 1.38 3 0.0811 0 147.13 11.9 255 18 0 1.5 lx(us.Tee-Br)=8 2.58 120 126.7 104 15.42 31.9 1.61 8 0.0383 1.1 10.58 0.4 104 128.3 Pump to Supply at Demand Flow 283-0 1.13 0 8 1.5 0 158.4 PUMP 283-I 1.13 703.2 0 0 67.3074 0 *** 1.5 -101 283-I 57.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 43.56 ft/s occurs in the following pipe(s): (021-018) File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:TARGET WA.SQ. Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.: WI; Supply Nsrne:W1 70- 65- • 60.2 psi©1203.2 gpm(703.2 gpm+500 gpm add.out.hose) .*- Sfl- — 1 h i 01• 'Sit 1 25- - — __t________—_______".. r 15- _.___ . 10 fl . O O O O O O O O 8 'vt m ..t 6 .. CC Q+ O .a., Flaw,91 Pressure Boost Function Design Area: 4; Pump Ref.: 692 (PUMP, Size =8); Inlet Node: 283-1; Outlet Node: 283-0 101 psi©703.2 gpm _._.. 103.2: ..,....... - -- -- -- -----�-.„ .. 93.2- ____________ _.._.._—______.._.______-_-_-,_. . • 731 ... _.____. ..______' __ b 2 63_2- ._ _______________________________ __________________ __ __ ._, ___._.___ ___________ & 53.2- __._,.._._._____..,....._ .43-2e -__._.__.._._-_. _._-.__-.....______ ________________ _____ -_--_.__-____..__.._.________.__--.__-___...,_.. ______ 3 2-' 0 o 4, v, N pp F low,gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 25 FPS2022 Odc 7Z CALCULATION SUMMARY 7 4-4- 6 1/ o Project Name:TARGET WA.SQ. Project Location: 9009 SW HALL BLVD RECEIVED Drawing No. :22-3544 City: TIGARD, OR 97223 JUN 8 2022 CITY OF TIGAAL, GILDING DIVISION Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 2 Demand (HW) CLASS IV 421 823.4 62.7 0.55 18.3 107.8 3 500 125.4 0 aln art I /C.�) 0 0 17 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:TARGET WA.SQ. Contract No.:22-3544 City: TIGARD, OR 97223 Project Location: 9009 SW HALL BLVD Date:5/17/2022 Contractor Information Name of Contractor: BASIC FIRE PROTECTION Address: 8135 NE MLK JR.BLVD. City: PORTLAND, OR 97211 Phone Number: 503-285-1855 E-mail:uwe@basicfire.com Name of Designer: U.P. Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 2 Remote Area Location FIXTURE STORAGE Occupancy Classification CLASS IV Density(gpm/ft2) 0.55 Area of Application(ft2) 421 Coverage per Sprinkler(ft2) 196 Number of Calculated Sprinklers 3 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 823.4 Required Pressure at Source(psi) 61.6(available @ total water) Type of System Wet Volume-Entire System (gal) 1220.3 gal Water Supply Information Date 10/21/2021 Location SITE Source W1 Notes 15'STORAGE K-25 SSU File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:TARGET WA.SQ. Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Ontimi7P_d Hydraulic!. Simnlifiadl Li Ilk File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:TARGET WA.SQ. Hydraulic Analysis for : 2 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/ftz) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :W1 Flow(qpm) Pressure(psi) 0 63 1958 56 System Pump Rated Flow(gpm) not defined Rated Pressure(psi) not defined Parameters Flow(gpm) Pressure(psi) 0 112 1250 80 1875 52 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) 323.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 323.4 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) -63.8 W1 -Flow(gpm) 323.4 Demand w/o System Pump(s) 45.5 psi @ 323.4 gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Pressure Summary @ Pump Discharge Available @ 283-0(psi) 168.7 Required @ 283-0(psi) 43.3 Safety Margin @ 283-0(psi) 125.4 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:TARGET WA.SQ. • Hydraulic Analysis for : 2 f Adj Stsle tDeii id 0 Adj Auanadie:-.aog *4 Srax nPzrnd I 200 _ A iasled Ava1 able Sce72 if 166'0si 1 323 4 gore 1 l_ i }. . t S 1 t i t is ! 1 ! i 1 140- _.... _w.- �.. Y i - t G. , 1 l { I i. # 4 ) q S i 1ISE 1 3 t } i s } 1 } .1S- 0-, 0 600 700 800 930 1000 1100 1200 1300 1400 "- . 1700 ?. 1•?: 2000 F ion win i File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 6 i . Job:TARGET WA.SQ. • Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) D1 Elevation Pressure 0 7.8 D2 System Demand 323.4 43.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/Psis/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (Psi) Al Overhead 196 25.2 0.55 107.8 18.3 0.55 107.8 18.3 Sprinkler A2 Overhead 196 25.2 0.55 107.8 18.3 0.55 107.8 18.3 Sprinkler A3 Overhead 196 25.2 0.55 107.8 18.3 0.55 107.8 18.3 Sprinkler File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:TARGET WA.SQ. 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 A2 Overhead Sprinkler 25.2 107.8 196 18.3 18.3 18.5 HEAD Open 0 0.55 -9.9 107.8 A3 Overhead Sprinkler 25.2 107.8 196 18.3 18.3 18.5 HEAD Open 0 0.55 -9.9 107.8 Al Overhead Sprinkler 25.2 107.8 196 18.3 18.3 18.5 HEAD Open 0.0 0.55 -9.9 107.8 283-I Node -66.1 1.13 NODE -2.1 289 Node -63.8 -3.5 NODE 0 W1 Supply -323.4 -63.8 -3.5 SUPPLY 0 072 Node 34.4 18.5 NODE -9.9 071 Node 34.4 18.5 NODE -9.9 001 Node 34.5 18.5 NODE -9.9 002 Node 34.6 18.5 NODE -9.9 016 Node 35.8 16.17 NODE -8.8 015 Node 35.8 16.17 NODE -8.8 014 Node 35.8 16.17 NODE -8.8 013 Node 35.8 16.17 NODE -8.8 011 Node 35.8 16.17 NODE -8.8 007 Node 35.9 16.5 NODE -9 006 Node 35.9 16.5 NODE -9 005 Node 35.9 16.5 NODE -9 004 Node 35.9 16.5 NODE -9 080 Node 36 16.5 NODE -9 283-0 Node 43.3 1.13 NODE -2.1 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:TARGET WA.SQ. Hydraulic Calculations 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) Path No: 1 A2 18.5 25.2 107.8 1 lx(us.Tee-Br)=5 0.5 120 18.3 072 18.5 107.8 1.049 5 2.9357 0 5.5 16.1 072 18.5 -19.2 4 12 120 34.4 001 18.5 88.6 4.26 0 0.0022 0 12 0.0 001 18.5 107.8 4 13.51 120 34.5 002 18.5 196.5 4.26 0 0.0097 0 13.51 0.1 002 18.5 -59.7 4 lx(us.Tee-Br)=26.33 44.68 120 34.6 004 16.5 136.8 4.26 lx(us.90)=13.17 39.5 0.005 0.9 84.18 0.4 004 16.5 186.6 6 lx(coupling)=1.26 6.02 120 35.9 080 16.5 323.4 6.357 1x(us.90)=17.6 18.86 0.0035 0 24.88 0.1 080 16.5 0 8 lx(coupling)=2.33 211.47 120 36 283-0 1.13 323.4 8.329 6x(us.90)=125.88 220.3 0.0009 6.7 2x(us.Tee-Br)=81.59 431.77 0.4 lx(us.45)=10.49 283-I 1.13 0 8 6x(us.90)=125.88 21.5 120 -66.1 289 -3.5 323.4 8.329 125.88 0.0009 2 147.39 0.1 289 -3.5 0 8 11.43 140 -63.8 W 1 -3.5 323.4 8.55 0 0.0006 0 11.43 0 W 1 -63.8 I File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 2 A3 18.5 25.2 107.8 1 1x(us.Tee-Br)=5 0.5 120 18.3 071 18.5 107.8 1.049 5 2.9358 0 5.5 16.1 071 18.5 19.2 4 lx(us.Tee-Br)=26.33 34.61 120 34.4 016 16.17 127 4.26 lx(us.90)=13.17 39.5 0.0043 1 74.11 0.3 016 16.17 0 6 6 120 35.8 015 16.17 127 6.357 0 0.0006 0 6 0 015 16.17 59.7 6 6.29 120 35.8 014 16.17 186.6 6.357 0 0.0013 0 6.29 0 014 16.17 -62.5 6 11.33 120 35.8 013 16.17 124.2 6.357 0 0.0006 0 11.33 0 013 16.17 -60.5 6 lx(us.Tee-Br)=37.72 11.33 120 35.8 011 16.17 63.7 6.357 37.72 0.0002 0 49.05 0 011 16.17 0 4 lx(us.Tee-Br)=26.33 115.8 120 35.8 007 16.5 63.7 4.26 2x(us.90)=26.33 52.67 0.0012 -0.1 168.47 0.2 007 16.5 0 6 11.33 120 35.9 006 16.5 63.7 6.357 0 0.0002 0 11.33 0 006 16.5 60.5 6 11.33 120 35.9 005 16.5 124.2 6.357 0 0.0006 0 11.33 0 005 16.5 62.5 6 12.29 120 35.9 004 16.5 186.6 6.357 0 0.0013 0 12.29 0.0 004 35.9 Path No: 3 Al 18.5 25.2 107.8 1 lx(us.Tee-Br)=5 0.5 120 18.3 001 18.5 107.8 1.049 5 2.9379 0 5.5 16.2 001 34.5 Path No: 4 072 18.5 0 4 12 120 34.4 071 18.5 19.2 4.26 0 0.0001 0 12 0 071 34.4 Path No: 5 002 18.5 0 4 2x(us.Tee-Br)=52.67 78.12 120 34.6 015 16.17 59.7 4.26 2x(us.90)=26.33 79 0.0011 1 157.12 0.2 015 35.8 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 6 014 16.17 0 4 2x(us.Tee-Br)=52.67 115.8 120 35.8 005 16.5 62.5 4.26 2x(us.90)=26.33 79 0.0012 -0.1 194.8 0.2 005 35.9 Path No: 7 013 16.17 0 4 2x(us.Tee-Br)=52.67 115.8 120 35.8 006 16.5 60.5 4.26 2x(us.90)=26.33 79 0.0011 -0.1 194.8 0.2 006 35.9 Pump to Supply at Demand Flow 283-0 1.13 0 8 1.5 0 168.7 PUMP 283-I 1.13 323.4 0 0 72.9173 0 *** 1.5 -109.4 283-I 59.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 40.03 ft/s occurs in the following pipe(s): (001-A1) File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:TARGET WA.SQ. Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: WI; Supply Name:W1 I, 61.6psie823.4gpm('2' ,II gpm-FCC ccmau. ;‘u' rese - E 7 i 40: il- 1, A. M ;;_, _, • 30 ._._._.. ._._. 5 1 i . — j c o a o 0— co o ac. o c-° cs Flow,gpm Pressure Boost Function Design Area: 2; Pump Ref.: 692 (PUMP, Size = 8); Inlet Node: 283-I; Outlet Node: 283-0 109.4 psi fit 323.4 gpm 1 L_____, .. 113.2- 46 103.2-• _ -» _ _ 11—__.1.-- .4 IN 53.2- 43.2- _ _ 1---' 13-:- 3.2_ . N x Flow,gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 12 ,t---, S2cZZ --,Z CALCULATION SUMMARY ?ad, m CEIyED JUN 8 2022 Project Name:TARGET WA.SQ. Project Location: 9009 SW HALL BLVD CrTy Drawing No. :22-3544 City: TIGARD, OR 97223 BUILDING DIVISION �nt Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) CLASS IV 2000 764.6 62.8 0.45 12.2 88.2 3 500 137.9 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:TARGET WA.SQ. Contract No. :22-3544 City: TIGARD, OR 97223 Project Location: 9009 SW HALL BLVD Date:5/17/2022 Contractor Information Name of Contractor: BASIC FIRE PROTECTION Address: 8135 NE MLK JR.BLVD. City: PORTLAND, OR 97211 Phone Number: 503-285-1855 E-mail:uwe@basicfire.com Name of Designer: U.P. Authority Having Jurisdiction: CITY OF TIGARD Design Remote Area Name 1 Remote Area Location FIXTURE STORAGE Occupancy Classification CLASS IV Density(gpm/ft2) 0.45 Area of Application(ft2) 2000 Coverage per Sprinkler(ft2) 196 Number of Calculated Sprinklers 3 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl.Hose Streams)(gpm) 764.6 Required Pressure at Source(psi) 61.8(available @ total water) Type of System Wet Volume-Entire System (gal) 1220.3 gal Water Supply Information Date 10/21/2021 Location SITE Source W1 Notes 15'STORAGE K-25 SSU File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGETT-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:TARGET WA. SQ. Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 fOntimi7Pd Hydraulic Simnlifiedl • II HI ill> File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:TARGET WA.SQ. Hydraulic Analysis for : 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 :W1 Flow(qpm) Pressure(psi) 0 63 1958 56 System Pump Rated Flow(gpm) not defined Rated Pressure(psi) not defined Parameters Flow(gpm) Pressure(psi) 0 112 1250 80 1875 52 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) 264.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 264.6 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) -76.1 W1 -Flow(gpm) 264.6 Demand w/o System Pump(s) 34.1 psi @ 264.6 gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGETT-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Pressure Summary @ Pump Discharge Available @ 283-0(psi) 169.8 Required @ 283-0(psi) 31.9 Safety Margin @ 283-0(psi) 137.9 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:TARGET WA.SQ. Hydraulic Analysis for : 1 . 46 Ali SisVrnDemaa •AdJ.lxafatiieSippt. 'lie Sys1erP:xoo a70 I ; .opstediWaftask�optp 1693Ds gzsi,_,r ( ; I ( i # { I 1 . 1_I I a j. i • 100- -- .•- ' ti .... .___ ____ ;- __ _,, 0 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 F low gprrt File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:TARGET WA.SQ. Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) D1 Elevation Pressure 0 7.8 D2 System Demand 264.6 31.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) Al Overhead 196 25.2 0.45 88.2 12.3 0.45 88.2 12.3 Sprinkler A2 Overhead 196 25.2 0.45 88.2 12.3 0.45 88.2 12.2 Sprinkler A3 Overhead 196 25.2 0.45 88.2 12.3 0.45 88.2 12.2 Sprinkler File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:TARGET WA.SQ. 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/psi/z gpm ft2 psi psi ft gpm gpm/ft2 psi gpm A2 Overhead Sprinkler 25.2 88.2 196 12.2 12.3 18.5 HEAD Open 0 0.45 -9.9 88.2 A3 Overhead Sprinkler 25.2 88.2 196 12.2 12.3 18.5 HEAD Open 0 0.45 -9.9 88.2 Al Overhead Sprinkler 25.2 88.2 196 12.3 12.3 18.5 HEAD Open 0.0 0.45 -9.9 88.2 283-I Node -78.3 1.13 NODE -2.1 289 Node -76.1 -3.5 NODE 0 W1 Supply -264.6 -76.1 -3.5 SUPPLY 0 072 Node 23.4 18.5 NODE -9.9 071 Node 23.4 18.5 NODE -9.9 001 Node 23.4 18.5 NODE -9.9 002 Node 23.5 18.5 NODE -9.9 016 Node 24.7 16.17 NODE -8.8 015 Node 24.7 16.17 NODE -8.8 014 Node 24.7 16.17 NODE -8.8 007 Node 24.7 16.5 NODE -9 006 Node 24.7 16.5 NODE -9 013 Node 24.7 16.17 NODE -8.8 005 Node 24.7 16.5 NODE -9 011 Node 24.7 16.17 NODE -8.8 004 Node 24.7 16.5 NODE -9 080 Node 24.7 16.5 NODE -9 283-0 Node 31.9 1.13 NODE -2.1 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:TARGET WA.SQ. Hydraulic Calculations 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) Path No: 1 A2 18.5 25.2 88.2 1 lx(us.Tee-Br)=5 0.5 120 12.2 072 18.5 88.2 1.049 5 2.0244 0 5.5 11.1 072 18.5 -15.7 4 12 120 23.4 001 18.5 72.5 4.26 0 0.0015 0 12 0.0 001 18.5 88.2 4 13.51 120 23.4 002 18.5 160.8 4.26 0 0.0067 0 13.51 0.1 002 18.5 -48.8 4 1x(us.Tee-Br)=26.33 44.68 120 23.5 004 16.5 111.9 4.26 lx(us.90)=13.17 39.5 0.0034 0.9 84.18 0.3 004 16.5 152.7 6 lx(coupling)=1.26 6.02 120 24.7 080 16.5 264.6 6.357 1x(us.90)=17.6 18.86 0.0024 0 24.88 0.1 080 16.5 0 8 lx(coupling)=2.33 211.47 120 24.7 283-0 1.13 264.6 8.329 6x(us.90)=125.88 220.3 0.0006 6.7 2x(us.Tee-Br)=81.59 431.77 0.3 lx(us.45)=10.49 283-I 1.13 0 8 6x(us.90)=125.88 21.5 120 -78.3 289 -3.5 264.6 8.329 125.88 0.0006 2 147.39 0.1 289 -3.5 0 8 11.43 140 -76.1 W 1 -3.5 264.6 8.55 0 0.0004 0 11.43 0 W 1 -76.1 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 2 A3 18.5 25.2 88.2 1 lx(us.Tee-Br)=5 0.5 120 12.2 071 18.5 88.2 1.049 5 2.0245 0 5.5 11.1 071 18.5 15.7 4 lx(us.Tee-Br)=26.33 34.61 120 23.4 016 16.17 103.9 4.26 lx(us.90)=13.17 39.5 0.003 1 74.11 0.2 016 16.17 0 6 6 120 24.7 015 16.17 103.9 6.357 0 0.0004 0 6 0 015 16.17 48.8 6 6.29 120 24.7 014 16.17 152.7 6.357 0 0.0009 0 6.29 0 014 16.17 -51.1 6 11.33 120 24.7 013 16.17 101.6 6.357 0 0.0004 0 11.33 0 013 16.17 -49.5 6 lx(us.Tee-Br)=37.72 11.33 120 24.7 011 16.17 52.1 6.357 37.72 0.0001 0 49.05 0 011 16.17 0 4 lx(us.Tee-Br)=26.33 115.8 120 24.7 007 16.5 52.1 4.26 2x(us.90)=26.33 52.67 0.0008 -0.1 168.47 0.1 007 16.5 0 6 11.33 120 24.7 006 16.5 52.1 6.357 0 0.0001 0 11.33 0 006 16.5 49.5 6 11.33 120 24.7 005 16.5 101.6 6.357 0 0.0004 0 11.33 0 005 16.5 51.1 6 12.29 120 24.7 004 16.5 152.7 6.357 0 0.0009 0 12.29 0.0 004 24.7 Path No: 3 Al 18.5 25.2 88.2 1 lx(us.Tee-Br)=5 0.5 120 12.3 001 18.5 88.2 1.049 5 2.026 0 5.5 11.1 001 23.4 Path No: 4 072 18.5 0 4 12 120 23.4 071 18.5 15.7 4.26 0 0.0001 0 12 0 071 23.4 Path No: 5 002 18.5 0 4 2x(us.Tee-Br)=52.67 78.12 120 23.5 015 16.17 48.8 4.26 2x(us.90)=26.33 79 0.0007 1 157.12 0.1 015 24.7 File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:TARGET WA.SQ. Hydraulic Calculations PIPE INFORMATION Path No: 6 014 16.17 0 4 2x(us.Tee-Br)=52.67 115.8 120 24.7 005 16.5 51.1 4.26 2x(us.90)=26.33 79 0.0008 -0.1 194.8 0.2 005 24.7 Path No: 7 013 16.17 0 4 2x(us.Tee-Br)=52.67 115.8 120 24.7 006 16.5 49.5 4.26 2x(us.90)=26.33 79 0.0008 -0.1 194.8 0.1 006 24.7 Pump to Supply at Demand Flow 283-0 1.13 0 8 1.5 0 169.8 PUMP 283-I 1.13 264.6 0 0 73.4598 0 *** 1.5 -110.2 283-I 59.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 32.75 ft/s occurs in the following pipe(s): (001-A1) File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:TARGET WA.SQ. Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 61.8psii 7664.6gpm(264.6gpm+`00gpmadd out.hose) . I 55= 40 41) N ` Cr. 10 0 0 0 0 0 0 a 0 0 00 Flow,gpm Pressure Boost Function Design Area: 1; Pump Ref.: 692 (PUMP, Size = 8); Inlet Node: 283-I; Outlet Node: 283-0 110.2 psi 264.6 gpm 113 2 1032-.. ■....... _ _ _ _ _ _ - _. 931. a 431- 33.2- 23 2- 1321- 32 • � w ry OC Flow,gpm File:C:\Users\uwe\DWG\22-3544 TARGET WA SQ\FP Design\TARGET T-0345 F.dwg Date 5/24/2022 Copyright©2002-2012 Tyco Fire Protection Products Page 12