Loading...
Report (9) �✓�SJ-�Sr�- 602-00 , -zw . l Sow RECEIVED DEC 16 2015 ` CITY OF TIGARD W'YAT DIVISION FIRE PROTECTION, INC. 9095 S.W. Burnham � Tigard, OR 97223 SOUTHVIEW LOT 13 15020 SW HARVEY'S VIEW AVENUE TIGARD, OREGON FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRANT FLOW REQUEST FORM PROJECT: Southview .ADDRESS: none available ti 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#13 Contract No.:C15-733 City: Tigard, OR 97223 Project Location: 15020 SW Harveys View Ave Date:12/8/2015 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 Den Remote Area Location Occupancy Classification 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) 28.6 Required Pressure at Source(psi) 33.3 Type of System Wet Volume-Entire System (gal) 8.1 gal Water Supply Information Date 12/15/2014 ,+ Location Source Public Suppy Notes File:W:\Max\Southview 13\Southview 13.tyc3 Date 12/8/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 . . . wouo�auew Node Reference ���Gvvmv�w*�3 __ Pipe Labels no Diagram for Design Area : Den 7 ---- . .---------. 8 n3 7 ``` ....'~. �---'--- '- YG n T5 ,SnCY File:W:\mamsoum,iew1mSoumwew1utyco Job:Southview#13 Hydraulic Analysis for : Den 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 :src1 Flow m 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) 28.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Spdnkler Flow(gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow(gpm) 28.6 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 33.3 Base of Riser-Flow(gpm) 28.6 Demand w/o System Pump(s) N/A i File:W:\Max\Southview 13\Southview 13.tyc3 Date 12/8/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#13 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/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm srcl Supply -28.6 33.3 0 SUPPLY 0 nl Node 31.3 3 NODE -1.3 n2 Node 26.4 5 NODE -2.2 1 n3 Node 22.7 10 NODE -4.3 n4 Node 21.1 10 NODE -4.3 n5 Node 19.4 10 NODE -4.3 n6 Node 14.3 18 NODE -7.8 n7 Node 13.1 18 NODE -7.8 n8 Node 12 18 NODE -7.8 n9 Node 11.7 18 NODE -7.8 n10 Node 12.8 18 NODE -7.8 nll Node 14 18 NODE -7.8 n12 Node 13.5 10 NODE -4.3 n13 Node 11.4 10 NODE -4.3 n14 Node 10.7 10 NODE -4.3 n15 Node 11.5 5 NODE -2.2 h1 Overhead Sprinkler 4.9 15.6 256 10.1 7 5 HEAD Open 2.6 0.061 -2.2 13 n16 Node 10.1 5 NODE -2.2 n17 Node 7.6 10 NODE -4.3 ` n18 Node 7.4 10 NODE -4.3 ' h2 Overhead Sprinkler 4.9 13 256 7 7 10 HEAD Open 0 0.051 -4.3 13 File:W:\Max\Southview 13\Southview 13.tyc3 Date 12/8/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job name:Southview#13 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 Y2) Wpm) (in) (ft) (ft) (psi) (psi) h2 10 4.9 13 1 lx(BM.90)=5 5.75 150 7 n18 10 13 1.101 5 0.0305 0 10.75 1 0.3 n18 10 0 1 lx(BM.90)=5 2.42 150 7.4 n17 10 13 1.101 5 0.0305 0 7.42 0.2 n17 10 0 1 lx(BM.90)=55 150 7.6 n16 5 13 1.101 5 0.0305 2.2 10 0.3 n16 5 0 1 2 150 10.1 hl 5 4.9 13 1.101 0 0.0305 0 2 0.1 hl 5 4.9 15.6 1 lx(BM.90)=5 5.75 150 10.1 n15 5 28.6 1.101 5 0.1314 0 10.75 1.4 n15 5 0 1 lx(BM.90)=5 5 150 11.5 n14 10 28.6 1.101 5 0.1314 -2.2 10 1.3 n14 10 0 1 1X(BM.Tee-Br)=5 0.42 150 10.7 n13 10 28.6 1.101 5 0.1314 0 5.42 0.7 n13 10 0 1 lx(fm.Tee-Run)=1.91 8.92 150 11.4 n12 10 28.6 1.101 1x(BM.Tee-Br)=5 6.91 0.1314 0 15.83 2.1 n12 10 0 1 1X(BM.Tee-Br)=5 8 150 13.5 n9 18 28.6 1 1.101 5 0.1314 -3.5 13 1 1.7 n9 18 -13.9 1 2x(fm.Tee-Run)=3.82 19.83 150 11.7 n10 18 14.7 1.101 1X(BM.Tee-Br)=5 8.82 0.0385 0 28.65 1.1 n10 18 0 1 2x(fm.Tee-Run)=3.82 22.42 150 12.8 nll 18 14.7 1.101 lx(BM.Tee-Br)=5 8.82 0.0385 0 31.24 1 1.2 nl l 18 0 1 1X(BM.Tee-Br)=5 1.17 150 14 n6 18 14.7 1.101 5 0.0385 0 6.17 0.2 n6 18 13.9 1 lx(BM.90)=5 8 150 14.3 n5 10 28.6 1.101 5 0.1314 3.5 13 1.7 n5 10 0 1 lx(fm.Tee-Run)=1.91 6.08 150 19.4 n4 10 28.6 1.101 lx(BM.90)=5 6.91 0.1314 0 12.99 1.7 1 n4 10 0 1 lx(us.90)=3.82 8.33 150 21.1 n3 10 28.6 1.101 3.82 0.1314 0 12.15 1.6 n3 10 0 1 1x(coupling)=1 5 120 22.7 n2 5 28.6 1.049 1 0.2514 2.2 6 1.5 n2 5 0 1 2 0 26.4 Ames200013 nl 3 28.6 0 0 1.9912 0.9 2 4 nl 3 0 1 3 120 31.3 srcl 0 28.6 1.049 0 0.2514 1.3 31 1 0.8 ©2006 National Fire Protection Association Page 5 Job name:Southview,#13 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/a) WPM) (in) (ft) (ft) (Psi) (Psi) n9 18 0 1 lx(BM.Tee-Br)=5 3.17 150 11.7 n8 18 13.9 1.101 5 0.0344 0 8.17 0.3 4 n8 18 0 1 3x(fm.Tee-Run)=5.73 22.42 150 12 n7 18 13.9 1.101 1x(BM.Tee-Br)=5 10.73 0.0344 0 ' 33.15 1.1 n7 18 0 1 3x(fm.Tee-Run)=5.73 21.83 150 13.1 n6 18 13.9 1.101 1X(BM.Tee-Br)=5 10.73 0.0344 0 32.56 1.1 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 6