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Report (37) ' . --c..)• \(:\__ ccoc,\ s Ra -Cc. Vc\-A-,- P1,17--D i ) 6ULL LA Vt.)N WYATT ,*.. Of FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 LU 'S SPORTS BAR 11530 SW PACIFIC HIGHWAY TIGARD, OR 97223 P R CIP ,, ct.0\-' ..xv,87310E1 N :::.S>1/4\. r .• • 41 OR N TP 6',... opT 3,e c:p 1 1,20'`' sj-P'41 YN E\•\\S\A\ Digitally signed ,.,.. ... i RE S DEC 31,2020 Ashley by Ashley Nishihara Nishihara Date:2019.05.02 12:24:27-0700' FIRE PROTECTION HYDRAULIC CALCULATIONS CALCULATION SUMMARY Project Name: Lus Sports Bar Project Location: 11530 SW Pacific Highway Drawing No. :C19-170 City: Tigard, OR 97223 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) Lu's Design Area Demand(HW) 900 252.7 75.9 0.101 7 11.1 12 100 17.3 File:W:\2019\Contracts\Lu's Sports Bar\ln House\calcs.tyc3 Date 5/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Lus Sports Bar Contract No. :C19-170 City: Tigard, OR 97223 Project Location: 11530 SW Pacific Highway Date:4/12/2019 Contractor Information Name of Contractor: Wyatt Fire Protection Address: 9095 SW Burnham City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail:r.campbell@wyattfire.com Name of Designer: R.Campbell Authority Having Jurisdiction: City of Tigard Design Remote Area Name Lu's Design Area Remote Area Location Occupancy Classification Density(gpm/ft2) 0.101 Area of Application(ft2) 900 Coverage per Sprinkler(ft2) 110 Number of Calculated Sprinklers 12 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams)(gpm) 252.7 Required Pressure at Source(psi) 58.5 Type of System Wet Volume-Entire System (gal) 79 gal Water Supply Information Date 4/12/2019 Location Pacific Highway&71st Ave Source Hydrant 1S1W36D42FH50 Notes File:W:\2019\Contracts\Lu's Sports Bar\ln House\calcs.tyc3 Date 5/2/2019 _ Copyright©2002-2012 Tyco Fire Protection Products Page Job:Lus Sports Bar Node Labels: Off Pipe Labels: Off Diagram for Design Area : Luis Design Area File:W:\2019\Contracts\Lu's Sports Bar\ln House\calcs.tyc3 Date 5/2/2019 Copyright O 2002-2012 Tyco Fire Protection Products Page 3 Job: Lus Sports Bar Hydraulic Analysis for : Lu's Design Area Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : srcl Flow(gpm) Pressure(psi) 0 76 3236 51 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) 152.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 152.7 Other Required Margin of Safety(%) 10 Base of Riser -Pressure(psi) 58.5 Base of Riser -Flow(gpm) 152.7 Demand w/o System Pump(s) N/A File:W:\2019\Contracts\Lu's Sports Bar\ln House\calcs.tyc3 Date 5/2/2Q19 _ Copyright©2002-2012 Tyco Fire Protection Products- Page 4 Job:Lus Sports Bar Hydraulic Analysis for : Lu's Design Area f Supply f Supply;Safety Pressure -f- System Demand f Add.Out.Hose 8 S1 t 60 i— S2 50 ..__,_-- �.._..._... ...... — .... .._..__..__..... ....... .._..._.__ .._._.._.. _.. _.... _. _, , _._ ..... ..._.._.. I 47.097 ch a a 0 40 co y a 1 1t 9 t { 20 1 i 1000 1500 2000 2500 3000 3500 Flow,gpm File:W:\2019\Contracts\Lu's Sports Bar\In House\calcs.tyc3 Date 5/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Lus Sports Bar Hydraulic Analysis for : Lu's Design Area Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 76 S2 Supply point#2-Residual 3236 51 D1 Elevation Pressure 0 -3.4 D2 System Demand 152.7 58.5 !D3 System Demand+Add.Out.Hose 252.7 58.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 75.9 174.6 17.3 252.7 Supply;Safety Pressure 68.3 165.4 9.7 252.7 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 110 4.2 0.101 13.2 7 0.117 12.8 9.3 Sprinkler h2 Overhead 110 4.2 0.101 13.2 7 0.114 12.5 8.9 Sprinkler h3 Overhead 110 4.2 0.101 13.2 7 0.114 12.5 8.9 Sprinkler h4 Overhead 110 4.2 0.101 13.2 7 0.107 11.7 7.8 Sprinkler h5 Overhead 110 4.2 0.101 13.2 7 0.104 11.4 7.4 Sprinkler h6 Overhead 110 4.2 0.101 13.2 7 0.104 11.4 7.4 Sprinkler h7 Overhead 110 4.2 0.101 13.2 7 0.101 11.1 7 Sprinkler h8 Overhead 110 4.2 0.101 13.2 7 0.104 11.4 7.4 Sprinkler h9 Overhead 110 4.2 0.101 13.2 7 0.101 11.1 7 Sprinkler h10 Overhead 110 4.2 0.101 13.2 7 0.14 15.4 13.4 Sprinkler h11 Overhead 110 4.2 0.101 13.2 7 0.14 15.4 13.5 Sprinkler h12 Overhead 110 4.2 0.101 13.2 7 0.144 15.8 14.2 Sprinkler File:W:\2019\Contracts\Lu's Sports Bar\ln House\calcs.tyc3 Date 5/2/2019 Copyright©2002-2012 Tyco Fire Protection Products- Par 6 Job name:Lus Sports Bar 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) h9 -7.92 4.2 11.1 1 10.58 120 7 h8 -7.92 4.2 11.1 1.083 0 0.0374 0 10.58 0.4 h8 -7.92 4.2 11.4 1 10.58 120 7.4 h3 -7.92 4.2 22.5 1.083 0 0.1385 0 10.58 1.5 h3 -7.92 4.2 12.5 1 lx(us.90)=2.34 5.08 120 8.9 n26 -7.92 35 1.083 2.34 0.3135 0 7.42 2.3 n26 -7.92 0 1 lx(us.90)=2.34 2.08 120 11.2 n18 -10 35 1.083 2.34 0.3135 0.9 4.42 1.4 n18 -10 0 1 1x(us.Tee-Br)=5.84 0.83 120 13.5 n15 -10 35 1.083 5.84 0.3135 0 6.67 2.1 n15 -10 15.4 2.5 3.42 120 15.6 n14 -10 50.4 2.705 0 0.0071 0 3.42 0.0 n14 -10 50.5 2.5 2x(us.45)=9.36 10.66 120 15.6 n13 -10 100.9 2.705 lx(us.90)=9.36 18.72 0.0258 0 29.38 0.8 n13 -10 51.8 2.5 2x(us.45)=9.36 33.16 120 16.3 n12 -10 152.7 2.705 2x(us.90)=18.72 28.08 0.0555 0 61.24 3.4 n12 -10 0 2.5 lx(us.90)=8.24 0.71 120 19.7 n11 -9.5 152.7 2.635 8.24 0.0631 -0.2 8.94 0.6 n11 -9.5 0 2.5 lx(us.90)=6 8.83 120 20.1 n10 -9.5 152.7 2.469 6 0.0866 0 14.83 1.3 n10 -9.5 0 2.5 lx(us.90)=6 1.5 120 21.4 n9 -8 152.7 2.469 6 0.0866 -0.6 7.5 0.6 n9 -8 0 2.5 lx(us.90)=6 1.16 120 21.4 n8 -8 152.7 2.469 6 0.0866 0 7.16 0.6 n8 -8 0 3 lx(us.90)=7 3.33 120 22 n7 -8 152.7 3.068 7 0.0301 0 10.33 0.3 n7 -8 0 3 lx(us.90)=7 82 120 22.3 n6 -8 152.7 3.068 7 0.0301 0 89 2.7 ' n6 -8 0 3 1x(us.90)=7 1 120 25 n5 -9 152.7 3.068 7 0.0301 0.4 8 0.2 n5 -9 0 3 lx(us.90)=7 6 120 25.7 n4 -9 152.7 3.068 7 0.0301 0 13 0.4 n4 -9 0 2 lx(us.90)=5 1 120 26 n3 -10 152.7 2.067 5 0.2057 0.4 6 1.2 n3 -10 0 2 lx(coupling)=1 5 120 27.7 n2 -10 152.7 2.067 1 0.2057 0 6 1.2 ©2006 National Fire Protection Association Page 7 Job name:Lus Sports Bar 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) n2 -10 0 2 2 0 28.9 Zurn Wilkins n1 -10 152.7 0 0 5.0965 0 950XLT 2 10.2 n1 -10 0 2 115 120 39.1 srcl 0 152.7 2.067 0 0.2057 -4.3 115 23.7 h7 -7.92 4.2 11.1 1 10.58 120 7 h6 -7.92 4.2 11.1 1.083 0 0.0374 0 10.58 0.4 h6 -7.92 4.2 11.4 1 10.58 120 7.4 h2 -7.92 4.2 22.6 1.083 0 0.1387 0 10.58 1.5 h2 -7.92 4.2 12.5 1 lx(us.90)=2.34 5.08 120 8.9 n25 -7.92 35.1 1.083 2.34 0.314 0 7.42 2.3 n25 -7.92 0 1 lx(us.90)=2.34 2.08 120 11.2 n17 -10 35.1 1.083 2.34 0.314 0.9 4.42 1.4 n17 -10 0 1 lx(us.Tee-Br)=5.84 0.83 120 13.5 n14 -10 35.1 1.083 5.84 0.314 0 6.67 2.1 h5 -7.92 4.2 11.4 1 10.58 120 7.4 h4 -7.92 4.2 11.4 1.083 0 0.0393 0 10.58 0.4 h4 -7.92 4.2 11.7 1 10.58 120 7.8 hl -7.92 4.2 23.2 1.083 0 0.1456 0 10.58 1.5 hl -7.92 4.2 12.8 1 lx(us.90)=2.34 5.08 120 9.3 n22 -7.92 36 1.083 2.34 0.3295 0 7.42 2.4 n22 -7.92 0 1 1x(us.90)=2.34 2.08 120 11.8 n16 -10 36 1.083 2.34 0.3295 0.9 4.42 1.5 n16 -10 0 1 lx(us.Tee-Br)=5.84 0.83 120 14.1 n13 -10 36 1.083 5.84 0.3295 0 6.67 2.2 h10 -7.92 4.2 15.4 1 1x(us.90)=2.34 5 120 13.4 n27 -7.92 15.4 1.083 2.34 0.0684 0 7.34 0.5 n27 -7.92 0 1 lx(us.90)=2.34 2.08 120 13.9 n21 -10 15.4 1.083 2.34 0.0684 0.9 4.42 0.3 n21 -10 0 1 1x(us.Tee-Br)=5.84 0.33 120 15.1 n15 -10 15.4 1.083 5.84 0.0684 0 6.17 0.4 hll -7.92 4.2 15.4 1 1x(us.90)=2.34 5 120 13.5 n24 -7.92 15.4 1.083 2.34 0.0685 0 7.34 0.5 n24 -7.92 0 1 lx(us.90)=2.34 2.08 120 14 n20 -10 15.4 1.083 2.34 0.0685 0.9 4.42 0.3 n20 -10 0 1 lx(us.Tee-Br)=5.84 0.33 120 15.2 n14 -10 15.4 1.083 5.84 0.0685 0 6.17 0.4 ©2006 National Fire Protection Association Page 8 Job name:Lus Sports Bar 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) h12 -7.92 4.2 15.8 1 1x(us.90)=2.34 5 120 14.2 n23 -7.92 15.8 1.083 2.34 0.0718 0 7.34 0.5 n23 -7.92 0 1 lx(us.90)=2.34 2.08 120 14.7 n19 -10 15.8 1.083 2.34 0.0718 0.9 4.42 0.3 n19 -10 0 1 lx(us.Tee-Br)=5.84 0.33 120 15.9 n13 -10 15.8 1.083 5.84 0.0718 0 6.17 0.4 * Discharge shown for flowing nodes only C 2006 National Fire Protection Accociation Page 9