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f-es v/ s- oo rk� RECEPOD NOV 19 2015 /5 ?It•., VQEF �'�Q;�1�91 Iv YAT 71117117)' $����d��o�� FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW LOT 27 12055 SW TURNAGAIN DRIVE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS 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: HYDRAULIC CALCULATIONS for Job Information Project Name:Southview#27 Contract No.:C13-686 City: Tigard, OR 97223 Project Location: 12055 SW Tumagain Dr Date:11/19/2015 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:a.payne@wyattfire.com Name of Designer: Ashley Nishihara 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 27\Southview 27.tyc3 Date 11/19/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 • Job:Southview#27 Node Labels: Off Pipe Labels: Off Diagram for Design Area : DesignArea_1 _- __ File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 27\Southview 27.tyc3 Date 11/19/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#27 Hydraulic Analysis for : DesignArea_l 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/ftz) 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 27\Southview 27.tyc3 Date 11/19/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#27 Hydraulic Analysis for : DesignArea_1 m} Supply .a. System Demand II , 70- a 8 ia I i . ��—j a aN P V a M 60 J II, '=_4.......2.___#—: — ` —" c i - - i +y.; 4 i'' Il il- _ 1 1 -- t w • a � ,..777 /11,............. >r ( S2 1 46.�T06 50— 4 d 11- N ��— �N~'` .... 1. G rc ', t I ai D2 i i �— = ��; •" u h h - o . i - I i p ! n _ li 1 h f1 i i I -7-- H �� a �I„ . • k .. • tt .... b - - . - - - h ,.., t , , 1 20 - N - w 5 • d 15 l Y w D1 � P r ; k 1 CI-fir: --° — — ____4________,,____ .moi_ h - . r f u r 0 400 500 600 700 800 900 1000 1100 1200 130( Flow, gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 27\Southview 27.tyc3 Date 11/19/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#27 Hydraulic Analysis for : DesignArea_1 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 8.2 D2 System Demand 27.2 32.3 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) 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/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl 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 27\Southview 27.tyc3 Date 11/19/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#27 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/psi'/z gpm ft2 psi psi ft gpm gpm/ftz psi gpm S Supply -27.2 0 SUPPLY 1 Node 3 NODE 2 Node 5 NODE 3 Node 6.5 NODE 4 Node 9 NODE 9 Node 19 NODE 10 Node 29 NODE 11 Node 29 NODE 12 Node 29 NODE 13 Node 29 NODE 14 Node 29 NODE 15 Node 29 NODE 16 Node 29 NODE 17 Node 29 NODE 18 Node 19 NODE 19 Node 19 NODE 20 Node 19 NODE hl Overhead Sprinkler 4.9 256 19 HEAD Open h2 Overhead Sprinkler 4.9 256 19 HEAD Open 8 Node 19 NODE 7 Node 19 NODE 6 Node 9 NODE 5 Node 9 NODE File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 27\Southview 27.tyc3 Date 11/19/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#27 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'h) (gpm) (in) (ft) (ft) (psi) (psi) 5 9 0 1 lx(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 lx(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 lx(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 lx(BM.90)=5 1 150 7.5 19 19 13.4 1.101 5 0.0324 0 6 0.2 20 19 0 1 lx(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 ix(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 lx(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 ri 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#27 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) 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 f ©2006 National Fire Protection Association Page 8