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Specifications (39) 3. v� - � WYAT T 4-t 144 t„. FIRE PROTECTION, INC ,x15- 9095 S.W. Burnham \AI— Q� �p16 Tigard, OR 97223 pQRLIK") 0CNpi\S\OV4 Ea1L SOUTHVIEW LOT #23 12050 SW AUTUMN VIEW ST TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#23 Contract No.:C16-984 City: Tigard, OR 97223 Project Location: 12050 SW Autumnview Street Date:4/4/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:m.colley@wyattfire.com Name of Designer: Max Colley Authority Having Jurisdiction: City of Tigard Design Remote Area Name Foyer&Stair Closet 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) 34.3 Required Pressure at Source(psi) 48.6 Type of System Wet Volume-Entire System (gal) 4.7 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:W:\Max\SOUTHVIEW\Southview 23\Southview 23.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#23 Node Labels: Off Pipe Labels: Off Diagram for Design Area : Foyer & Stair Closet • File:W:\Max\SOUTHVIEW\Southview 23\Southview 23.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#23 Hydraulic Analysis for : Foyer & Stair Closet Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :S Flow(gpm) Pressure(psi) 0 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) 34.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 34.3 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 48.6 Base of Riser-Flow(gpm) 34.3 Demand w/o System Pump(s) N/A File:W:\Max\SOUTHVIEW\Southview23\Southview23.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#23 Hydraulic Analysis for : Foyer & Stair Closet } * Supply -f System Demand I ; I 70 1 Si 1 I { t 1 s , 60 . t D2 ' ® 46.706 j Ct. 40 t t I 1 i , I .. l v► 41 41) 30 1 , 1 1 I 1 1 20 { } , _ D1 i , i 1 i I 0 . 0 400 500 600 700 800 900 1000 1100 1200 130C Flow, gpm File:W:\Max\SOUTHVIEW\Southview 23\Southview 23.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#23 Hydraulic Analysis for : Foyer & Stair Closet 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 3.7 D2 System Demand 34.3 48.6 Curve Intersections & Safety Margins • Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure(psi) @ Flow (gpm) Supply 60 38.7 11.4 34.3 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) h1 Overhead 324 4.9 0.052 17 12 0.053 17.3 12.5 Sprinkler h2 Overhead 324 4.9 0.052 17 12 0.052 17 12 Sprinkler File:W:\Max\SOUTHVIEW\Southview 23\Southview 23.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 16. Job:Southview#23 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/i gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S Supply 48.6 0 SUPPLY 34.3 0 1 Node 46.3 3 NODE -1.3 2 Node 41 5 NODE -2.2 3 Node 37.5 • 9 NODE -3.9 4 Node 36 9 NODE -3.9 5 Node 29.2 18.5 NODE -8 6 Node 28 18.5 NODE -8 7 Node 26.4 18.5 NODE -8 8 Node 19.5 18.5 NODE -8 9 Node 14.8 18.5 NODE -8 10 Node 16.2 9 NODE -3.9 12 Node 12.5 9 NODE -3.9 13 Node 12.3 9 NODE -3.9 14 Node 12 9 NODE -3.9 15 Node 12.1 8.25 NODE -3.6 hl Overhead Sprinkler 4.9 17.3 324 12.5 12 8.5 HEAD Open 0.3 0.053 -3.7 17 h2 Overhead Sprinkler 4.9 17 324 12 12 7.75 HEAD Open 0.0 0.052 -3.4 17 11 Node 14.8 9 NODE -3.9 File:W:\Max\SOUTHVIEW\Southview 23\Southview 23.tyc3 Date 4/3/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#23 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) h2 7.75 4.9 17 1 lx(BM.90)=5 0.6 150 12 15 8.25 17 1.101 5 0.05 -0.2 5.6 0.3 15 8.25 0 1 lx(BM.90)=5 1.19 150 12.1 14 9 17 1.101 5 0.05 -0.3 6.19 0.3 14 9 0 1 1x(BM.90)=5 0.58 150 12 13 9 17 1.101 5 0.05 0 5.58 0.3 13 9 0 1 lx(BM.Tee-Run)=1 3.08 150 12.3 12 9 17 1.101 1 0.05 0 4.08 0.2 12 9 17.3 1 lx(BM.Tee-Br)=5 7.25 150 12.5 11 9 34.3 1.101 5 0.1838 0 12.25 2.3 11 9 0 1 lx(BM.Tee-Br)=5 2.92 150 14.8 10 9 34.3 1.101 5 0.1838 0 7.92 1.5 10 9 0 1 lx(BM.Tee-Br)=5 9.5 150 16.2 9 18.5 34.3 1.101 5 0.1838 -4.1 14.5 2.7 9 18.5 0 1 2x(fm.Tee-Run)=3.82 16.75 150 14.8 8 18.5 34.3 1.101 lx(BM.Tee-Br)=5 8.82 0.1838 0 25.57 4.7 8 18.5 0 1 3x(fm.Tee-Run)=5.73 26.67 150 19.5 7 18.5 34.3 1.101 lx(BM.90)=5 10.73 0.1838 0 37.4 6.9 7 18.5 0 1 lx(BM.Tee-Br)=5 4.17 150 26.4 6 18.5 34.3 1.101 5 0.1838 0 9.17 1.7 6 18.5 0 1 lx(BM.90)=5 1.5 150 28 5 18.5 34.3 1.101 5 0.1838 0 6.5 1.2 5 18.5 0 1 lx(BM.Tee-Br)=5 9.5 150 29.2 4 9 34.3 1.101 5 0.1838 4.1 14.5 2.7 4 9 0 1 lx(us.90)=3.82 4.17 150 36 3 9 34.3 1.101 3.82 0.1838 0 7.99 1.5 3 9 0 1 1x(coupling)=1 4 120 37.5 2 5 34.3 1.049 1 0.3516 1.7 5 1.8 2 5 0 1 2 0 41 Ames2000B - 1 3 34.3 0 0 2.2096 0.9 2 4.4 1 3 0 1 3 120 46.3 S 0 34.3 1.049 0 0.3516 1.3 3 1.1 hl 8.5 4.9 17.3 1 lx(BM.Tee-Br)=5 0.5 150 12.5 12 9 17.3 1.101 5 0.0518 -0.2 5.5 0.3 ©2006 National Fire Protection Association Page 7 Job name:Southview#23 Sheet number: PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (Psi) * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8 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: