Loading...
Report (53) flos),a 1.2LeW te4Ciow 1;- • k 4 ' 4._ • : 4. WYAT FIRE PROTECTION, INC. 9095 S.W. Burnham 4 Tigard, OR 97223 ARLINGTON HEIGHTS 101 12671 SW WILLOW POINT LANE TIGARD, OREGON FIRE PROTECTION HYDRAULIC CALCULATIONS • HYDRAULIC CALCULATIONS for Job Information Project Name:Arlington Heights#101 Contract No. :C14 4658 City: Tigard, OR 97223 Project Location: 12671 SW Willow Point Lane Date:7/21/2014 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) 0.051 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) 29.8 Required Pressure at Source(psi) 55.8 Type of System Wet Volume-Entire System (gal) 2.7 gal Water Supply Information Date Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\Arlington\101\Arlington 101.tyc3 Date 7/21/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 46 r Job:Arlington Heights#101 Node Labels: Off Pipe Labels: Off Diagram for Design Area : DesignArea_1 File:C:\Users\Ashley\Documents\Projects\Arlington\101\Arlington 101.tyc3 Date 7/21/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Arlington Heights#101 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : S Flow(gpm) Pressure(psi) 0 118 1230 54 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) 29.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 29.8 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 55.8 Base of Riser -Flow(gpm) 29.8 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\Arlington\101\Arlington 101.tyc3 Date 7/21/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Arlington Heights#101 r f • r Hydraulic Analysis for : DesignArea_1 M. Supply f System Demand 150 140: ------------- 13 Si e---------- AIN 120 ---- 110= ,---��.�\----- 100. •---------��--- 80= ---------------�� N Q. 60 20 D1 E 0u■■-i.mmititim=uitirrtirimmiitiiriiriiriiriitiri) 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\Arlington\101\Arlington 101.tyc3 Date 7/21/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Arlington Heights#101 Hydraulic Analysis for : DesignArea_1 Graph Labels . Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 118 S2 Supply point#2-Residual 1230 54 D1 Elevation Pressure 0 -2.8 D2 System Demand 29.8 55.8 • Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 117.9 44 62.1 29.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/x) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) h1 Overhead 256 4.9 0.051 13.4 7 0.066 16.8 11.7 Sprinkler h2 Overhead 256 4.9 0.051 13.4 7 0.051 13 7 Sprinkler 1 L File:C:\Users\Ashley\Documents\Projects\Arlington\101\Arlington 101.tyc3 Date 7/21/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Arlington Heights#101 Hydraulic Calculations/Fluid Delivery Time Analysis Node Data P�ode# Elev Hgroup Tot. Pres. Discharge K-Fact. Req. Discharge Req. Pres. ft psi gpm gpm/psi1/2 gpm psi 0 SUPPLY 55.8 -29.8 n1 3 NODE 53.7 n2 5 NODE 48.9 n3 6.5 NODE 47.5 n4 9 NODE 44.5 n5 9 NODE 41 n6 9 NODE 31.6 n7 9 NODE 29.6 n8 -1.25 NODE 27.8 n9 -1.25 NODE 24.9 n10 -1.25 NODE 23.3 n11 -11.5 NODE 22 n12 -11.5 NODE 17.9 h1 -11.5 HEAD 11.7 16.8 4.9 13.4 7 n13 -11.5 NODE 11.4 n14 -11.5 NODE 10.8 n15 -6.42 NODE 7.8 h2 -6.42 HEAD 7 13 4.9 13.4 7 File:C:\Users\Ashley\Documents\Projects\Arlington\101\Arlington 101.tyc3 Date 7/21/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Arlington Heights#101 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/psilh) (gpm) (in) (ft) (ft) (psi) (psi) h2 -6.42 4.9 13 .75 lx(BM.90)=4 4 150 7 n15 -6.42 13 0.874 4 0.0939 0 8 0.8 n15 -6.42 0 .75 lx(BM.90)=4 5.08 150 7.8 n14 -11.5 13 0.874 4 0.0939 2.2 9.08 0.9 n14 -11.5 0 .75 lx(BM.90)=4 1.75 150 10.8 n13 -11.5 13 0.874 4 0.0939 0 5.75 0.5 n13 -11.5 0 .75 3.5 150 11.4 h1 -11.5 4.9 13 0.874 0 0.0939 0 3.5 0.3 hl -11.5 4.9 16.8 .75 lx(BM.Tee-Br)=3 11.17 150 11.7 n12 -11.5 29.8 0.874 3 0.4358 0 14.17 6.2 n12 -11.5 0 .75 1x(BM.90)=4 5.38 150 17.9 n11 -11.5 29.8 0.874 4 0.4358 0 9.38 4.1 n11 -11.5 0 .75 lx(BM.Tee-Br)=3 10.25 150 22 n10 -1.25 29.8 0.874 3 0.4358 -4.4 13.25 5.8 n10 -1.25 0 .75 lx(BM.Tee-Br)=3 0.67 150 23.3 n9 -1.25 29.8 0.874 3 0.4358 0 3.67 1.6 n9 -1.25 0 .75 lx(BM.90)=4 2.71 150 24.9 n8 -1.25 29.8 0.874 4 0.4358 0 6.71 2.9 n8 -1.25 0 .75 lx(BM.90)=4 10.25 150 27.8 n7 9 29.8 0.874 4 0.4358 -4.4 14.25 6.2 n7 9 0 .75 lx(BM.Tee-Br)=3 1.67 150 29.6 n6 9 29.8 0.874 3 0.4358 0 4.67 2 n6 9 0 .75 lx(BM.90)=4 17.5 150 31.6 n5 9 29.8 0.874 4 0.4358 0 21.5 9.4 n5 9 0 .75 1x(BM.90)=4 4 150 41 n4 9 29.8 0.874 4 0.4358 0 8 3.5 n4 9 0 .75 lx(coupling)=2.01 2.5 150 44.5 n3 6.5 29.8 0.874 2.01 0.4358 1.1 4.51 2 n3 6.5 0 1 lx(coupling)=1 1.5 120 47.5 n2 5 29.8 1.049 1 0.2709 0.6 2.5 0.7 n2 5 0 1 2 0 48.9 Ames2000B n1 3 29.8 0 0 1.9961 0.9 2 4 nl 3 0 1 3 120 53.7 S 0 29.8 1.049 0 0.2709 1.3 6. 3 0.8 ©2006 National Fire Protection Association Page 7 Job name:Arlington Heights#101 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/Psis/x) (gpm) (in) (ft) (ft) (Psi) (Psi) * Discharge shown for flowing nodes only 1 1 Y ©2006 National Fire Protection Association Page 8