Loading...
Report oo&co /A0-73 s w - kr V r - Rc vijYA771- 52415 Dy F 7704 FIRE PROTECTION , INDA�,SRD 9095 S.W. Burnham ON Tigard, OR 97223 SOUTHVIEW HEIGHTS LOT 19 12073 SW AUTUMNVIEW STREET TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#19 Contract No. : City: Tigard, OR 97223 Project Location: 12073 SW Autumnview St Date:3/21/2015 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.payne@wyattfire.com Name of Designer: Ashley Payne Authority Having Jurisdiction: City of Tigard Design Remote Area Name DesignArea_1 Remote Area Location Occupancy Classification Residential_NewCommodityl Density(gpm/ft2) 0.052 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) 27.2 Required Pressure at Source(psi) 32.3 Type of System Wet • Volume-Entire System (gal) 7.1 gal Water Supply Information • Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 19\Southview 19.tyc3 Date 3/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 • Job:Southview#19 Node Labels: Off Pipe Labels: Off Diagram for Design Area : DesignArea_1 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 19\Southview 19.tyc3 Date 3/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#19 Hydraulic Analysis for : DesignArea_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 :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) 27.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 27.2 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 32.3 Base of Riser -Flow(gpm) 27.2 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 19\Southview 19.tyc3 Date 3/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#19 ' ' Hydraulic Analysis for : DesignArea_1 f Supply 41- System Demand I 70- Si� 1 , tii:l 60 IE, __________________ ``".- -.�� S2 46.;706 50 ' -- -- -1,�,� titilt� i D21 M 20_ .___________________7________________________ D1 1 1 s -- —'------ — , _1 0 is...:=•immisi.... ..i... .....mls.......='..........i.m... .p 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 19\Southview 19.tyc3 Date 3/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#19 Hydraulic Analysis for : DesignArea_1 Graph Labels Label Description Values Flow (g pm) Pressure (psi) S1 Supply point#1 -Static 0 60 S2 Supply point#2-Residual 1230 48 D1 Elevation Pressure 0 8.2 D2 System Demand 27.2 32.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow m (gP ) Supply 60 41.2 27.7 27.2 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) hi Overhead 256 4.9 0.052 13.4 7.5 0.052 13.4 7.5 Sprinkler h2 Overhead 256 4.9 0.052 13.4 7.5 0.054 13.8 7.9 Sprinkler • File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 19\Southview 19.tyc3 Date 3/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :Southview#19 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data Node# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psi1/2 gpm psi S 0 SUPPLY -27.2 1 3 NODE 2 5 NODE 3 6.5 NODE 4 9 NODE 9 19 NODE 10 29 NODE 11 29 NODE 12 29 NODE 13 29 NODE 14 29 NODE 15 29 NODE 16 29 NODE 17 29 NODE 18 19 NODE 19 19 NODE 20 19 NODE h1 19 HEAD 4.9 h2 19 HEAD 4.9 8 19 NODE 7 19 NODE . 6 9 NODE 5 9 NODE File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 19\Southview 19.tyc3 Date 3/21/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#19 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'/2) (gpm) (in) (ft) (ft) (Psi) (psi) 5 9 0 1 1x(BM.90)=5 5.33 150 21.4 4 9 27.2 1.101 5 0.12 0 10.33 1.2 6 9 0 1 1x(BM.90)=5 3 150 20.4 5 9 27.2 1.101 5 0.12 0 8 1 • 7 19 0 1 lx(BM.90)=5 10 150 14.3 6 9 27.2 1.101 5 0.12 4.3 15 1.8 8 19 0 1 lx(BM.90)=5 3.33 150 13.3 7 19 27.2 1.101 5 0.12 0 8.33 1 9 19 0 1 1x(BM.90)=5 5.33 150 12 8 19 27.2 1.101 5 0.12 0 10.33 1.2 h2 19 4.9 13.8 1 lx(BM.90)=5 1 150 7.9 20 19 13.8 1.101 5 0.0341 0 6 0.2 hl 19 4.9 13.4 1 1x(BM.90)=5 1 150 7.5 19 19 13.4 1.101 5 0.0324 0 6 0.2 20 19 0 1 1x(BM.Tee-Br)=5 10 150 8.1 14 29 13.8 1.101 5 0.0341 -4.3 15 0.5 19 19 0 1 lx(BM.90)=5 2.83 150 7.7 18 19 13.4 1.101 5 0.0324 0 7.83 0.3 18 19 0 1 1x(BM.90)=5 10 150 8 17 29 13.4 1.101 5 0.0324 -4.3 15 0.5 17 29 0 1 lx(BM.Tee-Br)=5 1 150 4.1 13 29 13.4 1.101 5 0.0324 0 6 0.2 16 29 0 1 lx(BM.Tee-Br)=5 1.17 150 5.7 10 29 14.4 1.101 5 0.037 0 6.17 0.2 15 29 0 1 lx(BM.90)=5 13.5 150 5 16 29 14.4 1.101 5 0.037 0 18.5 0.7 14 29 0.6 1 lx(BM.Tee-Br)=5 13.17 150 4.3 15 29 14.4 1.101 5 0.037 0 - 18.17 0.7 13 29 0 1 lx(BM.Tee-Run)=1 8.17 150 4.3 14 29 0.6 1.101 1 0.0001 0 9.17 0 13 29 -0.6 1 lx(BM.Tee-Br)=5 2.33 150 4.3 12 29 12.8 1.101 5 0.0297 0 7.33 0.2 12 29 0 1 lx(BM.Tee-Br)=5 13.5 150 4.5 11 29 12.8 1.101 5 0.0297 0 18.5 0.5 11 29 0 1 lx(BM.Tee-Br)=5 22.5 150 5.1 10 29 12.8 1.101 5 0.0297 0 27.5 0.8 ©2006 National Fire Protection Association Page 7 Job name:Southview#19 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/psiv2) (gpm) (in) (ft) (ft) (psi) (psi) 10 29 14.4 1 lx(BM.Tee-Br)=5 10 150 5.9 9 19 27.2 1.101 5 0.12 4.3 15 1.8 4 9 0 1 lx(coupling)=1.91 2.5 150 22.6 3 6.5 27.2 1.101 1.91 0.12 1.1 4.41 0.5 ' 3 6.5 0 1 lx(coupling)=1 1.5 120 24.2 2 5 27.2 1.049 1 0.2296 0.6 2.5 0.6 2 5 0 1 2 0 25.4 Ames2000B 1 3 27.2 0 0 2.0022 0.9 2 4 1 3 0 1 3 120 30.3 S 0 27.2 1.049 0 0.2296 1.3 3 0.7 * Discharge shown for flowing nodes only • ©2006 National Fire Protection Association Page 8