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Report (49) f-tS2o/ - c21 Zvz� Sw 4 v/ (41RECEP\IED Nov 172015 CITY OF TIC:i R%0 • BUILDING DIVISION 444.0, W YAT T FIRE PROTECTION , INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT 15 12021 SW AUTO M NVIEW STREET TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRANT FLOW REQUEST FORM PROJECT: Southview ADDRESS: none available CROSS STREET: 120th and Beef Bend Rd Tigard Or FLOW HYDRANT LOCATION: highest hydrant in new development lot 4 STATIC: 60 RESIDUAL: 54 GPM: 1230 @ 20 PSI = 2362 DATED: 12.15.14 MONITOR HYDRANT LOCATION: 12012 Aspen Ridge STATIC: 60 RESIDUAL: 48 GPM: DATED: 12.15.14 WITNESS WITNESSED BY: TITLE: ORGANIZATION: SIGNATURE: HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#15 Contract No.:C15-684 City: Tigard, OR 97223 Project Location: 12021 SW Autumn View Street Date:11/17/2015 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Burnham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:a.nishihara@wyattfire.com Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Stairs and Living Room Remote Area Location Occupancy Classification NewHazardl_NewCommodityl Density(gpm/ft2) 0.051 Area of Application(ft2) 512 Coverage per Sprinkler(ft2) 256 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 26 Required Pressure at Source(psi) 33.8 Type of System Wet Volume-Entire System (gal) 8.3 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:W:\Max\Southview 15\Southview 15.tyc3 Date 11/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 • Job:Southview#15 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Stairs and Living Room •n11 ••.... "-• n9 ------- ---------- 911t1P18 n6 .1119 P7------ Qt14 .05 n2 nl sm1 File:W:\Max\Southview 15\Southview 15.tyc3 Date 11/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#15 Hydraulic Analysis for : Stairs and Living Room 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(qpm) Pressure(psi) 0 60 1230 48 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 26 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 33.8 Base of Riser -Flow(gpm) 26 Demand w/o System Pump(s) N/A File:W:\Max\Southview 15\Southview 15.tyc3 Date 11/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#15 Hydraulic Analysis for : Stairs and Living Room f Supply' -tom SystemDerrand 1 SI uII I F I 60- 11,1---L--7---r--' , —I �--�i 50 I I I -,1 2 46.j70 I co 40-, i l i { ff r �� I I I ' L ID2 � i = • ' I ; ,co N � d) I i 30- }- ' I I I j f i 20- n i D1 ' I f f i 0 i - J_L L_������'...s;.....�. 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:W:\Max\Southview 15\Southview 15.tyc3 Date 11/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#15 Hydraulic Analysis for : Stairs and Living Room Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1-Static 0 60 S2 Supply point#2-Residual 1230 48 D1 Elevation Pressure 0 8.4 D2 System Demand 26 33.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 38.1 26.2 26 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) h1 Overhead 256 4.9 0.051 13 7 0.051 13 7 Sprinkler h2 Overhead 256 4.9 0.051 13 7 0.051 13 7.1 Sprinkler File:W:\Max\Southview 15\Southview 15.tyc3 Date 11/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#15 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 gpm/psi1/2 Pm gpm/ft2 psi gpm srcl Supply 33.8 0 SUPPLY -26 0 n1 Node 31.9 3 NODE -1.3 n2 Node 27 5 NODE -2.2 n3 Node 23.6 10 NODE -4.3 n4 Node 23 10 NODE -4.3 n5 Node 21.7 10 NODE -4.3 n6 Node 15.8 20 NODE -8.7 n7 Node 14.7 20 NODE -8.7 n8 Node 13.2 20 NODE -8.7 n9 Node 7.2 30 NODE -13 n10 Node 6.5 30 NODE -13 n11 Node 5.5 30 NODE -13 n12 Node 4.9 30 NODE -13 n13 Node 5.4 30 NODE -13 n14 Node 6.7 30 NODE -13 n15 Node 7.6 20 NODE -8.7 n16 Node 7 20 NODE -8.7 n17 Node 6.8 20 NODE -8.7 n18 Node 6.6 20 NODE -8.7 n19 Node 7 18.5 NODE -8 hl Overhead Sprinkler 4.9 13 256 7 7 19.5 HEAD Open 0 0.051 -8.4 13 h2 Overhead Sprinkler 4.9 13 256 7.1 7 18 HEAD Open 0.1 0.051 -7.8 13 File:W:\Max\Southview 15\Southview 15.tyc3 Date 11/17/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#15 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) h1 19.5 4.9 13 1 lx(BM.Tee-Br)=5 0.5 150 7 n16 20 13 1.101 5 0.0304 -0.2 5.5 0.2 n16 20 13 1 lx(BM.Tee-Br)=5 0.67 150 7 n15 20 26 1.101 5 0.1101 0 5.67 0.6 n15 20 0 1 lx(BM.Tee-Br)=5 10 150 7.6 n12 30 26 1.101 5 0.1101 -4.3 15 1.7 n12 30 -12.6 1 lx(fm.Tee-Run)=1.91 10.08 150 4.9 n13 30 13.3 1.101 lx(BM.90)=5 6.91 0.032 0 16.99 0.5 n13 30 0 1 3x(fm.Tee-Run)=5.73 27.33 150 5.4 n14 30 13.3 1.101 lx(BM.Tee-Br)=5 10.73 0.032 0 38.06 1.2 n14 30 0 1 lx(fm.Tee-Run)=1.91 10.08 150 6.7 n9 30 13.3 1.101 lx(BM.Tee-Br)=5 6.91 0.032 0 16.99 0.5 n9 30 12.6 1 lx(BM.Tee-Br)=5 10 150 7.2 n8 20 26 1.101 5 0.1101 4.3 15 1.7 n8 20 0 1 lx(fm.Tee-Run)=1.91 7.17 150 13.2 n7 20 26 1.101 lx(BM.90)=5 6.91 0.1101 0 14.08 1.5 n7 20 0 1 lx(BM.90)=5 4.33 150 14.7 n6 20 26 1.101 5 0.1101 0 9.33 1 n6 20 0 1 lx(BM.90)=5 10 150 15.8 n5 10 26 1.101 5 0.1101 4.3 15 1.7 n5 10 0 1 1x(BM.90)=5 6.5 150 21.7 n4 10 26 1.101 5 0.1101 0 11.5 1.3 n4 10 0 1 lx(us.90)=3.82 1.17 150 23 n3 10 26 1.101 3.82 0.1101 0 4.99 0.5 n3 10 0 1 1x(coupling)=1 5 120 23.6 n2 5 26 1.049 1 0.2106 2.2 6 1.3 n2 5 0 1 2 0 27 Ames2000B n1 3 26 0 0 2.009 0.9 2 4 . n1 3 0 1 3 120 31.9 srcl 0 26 1.049 0 0.2106 1.3 3 0.6 h2 18 4.9 13 1 lx(BM.90)=5 0.56 150 7.1 n19 18.5 13 1.101 5 0.0306 -0.2 • 5.56 0.2 n19 18.5 0 1 lx(BM.90)=5 3.35 150 7 n18 20 13 1.101 5 0.0306 -0.6 8.35 0.3 n18 20 0 1 lx(BM.90)=5 1.92 150 6.6 n17 20 13 1.101 5 0.0306 0 6.92 0.2 ©2006 National Fire Protection Association Page 7 Job name:Southview#15 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) n17 20 0 1 lx(BM.Tee-Run)=1 2.75 150 6.8 n16 20 13 1.101 1 0.0306 0 3.75 0.1 n12 30 0 1 2x(fm.Tee-Run)=3.82 13.83 150 4.9 n11 30 12.6 1.101 lx(BM.90)=5 8.82 0.029 0 22.65 0.7 n11 30 0 1 1x(fm.Tee-Run)=1.91 27.33 150 5.5 n10 30 12.6 1.101 lx(BM.90)=5 6.91 0.029 0 34.24 1 n10 30 0 1 2x(fm.Tee-Run)=3.82 13.83 150 6.5 n9 30 12.6 1.101 lx(BM.Tee-Br)=5 8.82 0.029 0 22.65 0.7 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8