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Report (13) 2.0/6, JUL 2 6 2016 .f / 4444 . if • In W 14.-41 . VAT 01 FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT 31 12066 SW TU RNAGAI N DRIVE TIGARD, OREGON 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS REVISED: 26 JULY 2016 HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 31 Contract No. :C16-921 City: Tigard, OR 97224 Project Location: 12066 SW Turnagain Dr Date:7/26/2016 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@wyattfirecom Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Den&Entry Remote Area Location Occupancy Classification Density(gpm/ft2) 0.052 Area of Application(ft2) 648 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 34 Required Pressure at Source(psi) 36.2 Type of System Wet Volume-Entire System (gal) 3.5 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\SOUTHVIEW\Southview 31\SV31 Calc.tyc3 Date 7/26/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 31 Hydraulic Analysis for : Den & Entry Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/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 60 1230 54 1 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) 34 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 34 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 36.2 Base of Riser -Flow(gpm) 34 Demand w/o System Pump(s) N/A File:W:\SOUTHVIEW\Southview 31\SV31 Calc.tyc3 Date 7/26/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 i ., Job:Southview Lot 31 Hydraulic Analysis for : Den & Entry f Supply in- System Demand II 70 i : i c1 ! ! 1Y ' ' 60 F-.• —: S2 M353 � , 501'4: is = l f ,_ I laa ci. 4 I k i l _ L E , [ CD 30 ..t l L CL . E 20 s I Iz } ii i 1 , __1,......i__,...4_____I__ I 1 1 3 D1 ;_ 1...__ ,.; i 0 u°■m. ----,-->_----.mm/mmiomm` miimmiimumo 0 400 500 600 700 800 900 1000 1100 1200 13W Flow, gpm File:W:\SOUTHVIEW\Southview 31\SV31 Calc.tyc3 Date 7/26/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 31 Hydraulic Analysis for : Den & Entry Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 60 S2 Supply point#2-Residual 1230 54 D1 Elevation Pressure 0 3.1 D2 System Demand 34 36.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name (psi) (gpm) Pressure Flow Pressure (psi) @ Flow (gpm) Supply 60 45.6 23.8 34 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (Psi) (gpm/ft2) (gpm) (psi) hl Overhead 324 4.9 0.052 17 12 0.053 17 12.1 Sprinkler h2 Overhead 324 4.9 0.052 17 12 0.052 17 12 Sprinkler File:W:\SOUTHVIEW\Southview 31\SV31 Calc.tyc3 Date 7/26/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job name:Southview Lot 31 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) h2 10.17 4.9 17 1 1x(BM.90)=5 0.5 150 12 n8 10.67 17 1.101 5 0.0502 -0.2 5.5 0.3 n8 10.67 0 1 lx(BM.Tee-Br)=5 5.83 150 12.1 n6 10.67 17 1.101 5 0.0502 0 10.83 0.5 n6 10.67 17 1 2x(fm.Tee-Run)=3.82 17.5 150 12.6 n5 10.67 34 1.101 lx(BM.Tee-Br)=5 8.82 0.1814 0 26.32 4.8 n5 10.67 0 1 3x(fm.Tee-Run)=5.73 27.67 150 17.4 n4 10.67 34 1.101 lx(BM.90)=5 10.73 0.1814 0 38.4 7 n4 10.67 0 1 lx(us.90)=3.82 4.33 150 24.4 n3 10.67 34 1.101 3.82 0.1814 0 8.15 1.5 n3 10.67 0 1 1x(coupling)=1.19 5.67 120 25.9 n2 5 34 1.087 1.19 0.2918 2.5 6.86 2 n2 5 0 1 1 0 30.3 Ames2000B n1 4 34 0 0 4.7647 0.4 1 4.8 n1 4 0 1 1 120 35.5 srcl 3 34 1.087 0 0.2918 0.4 1 0.3 hl 10.17 4.9 17 1 1x(BM.90)=5 0.5 150 12.1 n7 10.67 17 1.101 5 0.0503 -0.2 5.5 0.3 n7 10.67 0 1 lx(BM.Tee-Run)=1 8.83 150 12.1 n6 10.67 17 1.101 1 0.0503 0 9.83 0.5 * Discharge shown for flowing nodes only i ©2006 National Fire Protection Association Page 5 HYDRANT FLOW REQUEST FORM PROJECT: Southview ADDRESS: none available t 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: