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Specifications (8) c 'c r ' 5 //lECEIVED JAN 0 6 2014 Y OF TIGARD WYAT. ' `%.1ILDING DIWN0N FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 ARLINGTON HEIGHTS LOT #80 15468 SW S U M M E RVI EW DR TIGARD, OREGON HYDRUALIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Arlington Heights#80 Contract No.: City: Tigard, OR 97223 Project Location: 15468 SW Sumerview Dr Date: 1/2/2014 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 Portland Design Remote Area Name Den and Closet Remote Area Location Den and Under Stairs Closet Occupancy Classification Residential_NewCommodityl Density(gpm/ft2) 0.103 Area of Application(ft2) 252 Coverage per Sprinkler(ft2) 126 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 26.1 Required Pressure at Source(psi) 63.1 Type of System Wet Volume-Entire System (gal) 3.4 gal Water Supply Information Date Location Source Notes File:C:\Users\Ashley\Documents\Projects\Arlington\80\Arlington 80 Calcs.tyc3 Date 1/2/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Arlington Heights#80 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Den and Closet n10 n6 n8 nhg5 112 n5 ~� 17 n3 n1 2 srcl File:C:\Users\Ashley\Documents\Projects\Arlington\80\Arlington 80 Calcs.tyc3 Date 1/2/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Arlington Heights#80 Hydraulic Analysis for : Den and 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 : srcl 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) 26.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 26.1 Other Required Margin of Safety(psi) 0 Base of Riser -Pressure(psi) 63.1 Base of Riser -Flow(gpm) 26.1 Demand w/o System Pump(s) N/A File:C:\Users\Ashley\Documents\Projects\Arlington\80\Arlington 80 Calcs.tyc3 Date 1/2/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Arlington Heights#80 Hydraulic Analysis for : Den and Closet • Supply -I- System Demand II 150 140- _-__------ ---- TIM 120 �}�,;—__-------- ; I IU 100 _ -------���— — 80 -- --- -- \ Cl) 7 ---- --------� I S2 ilinelin60 CL 47.D99 1 - D1 ------ -- --- 0 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\Arlington\80\Arlington 80 Calcs.tyc3 Date 1/2/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Arlington Heights#80 Hydraulic Analysis for : Den and Closet 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 3.9 D2 System Demand 26.1 63.1 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 117.9 37.2 54.8 26.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) hl Overhead 126 4.9 0.103 13 7 0.104 13.1 7.2 Sprinkler Overhead h2 Sprinkler 126 4.9 0.103 13 7 0.103 13 7 File:C:\Users\Ashley\Documents\Projects\Arlington\80\Arlington 80 Calcs.tyc3 Date 1/2/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Arlington Heights#80 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/z gpm ft2 psi psi ft gpm gpm/ftz psi gpm n1 Node 57.5 4 NODE -1.3 n2 Node 58.3 3 NODE -0.9 srcl Supply -261 63.1 1 SUPPLY 0 n3 Node 52.1 10 NODE -3.9 n4 Node 49.7 10 NODE -3.9 n5 Node 48.3 10 NODE -3.9 n6 Node 39.9 19 NODE -7.8 n7 Node 37 19 NODE -7.8 -n8 Node 32.9 19 NODE -7.8 n9 Node 27.1 '19 NODE -7.8 n10 Node 21.9 19 NODE -7.8 n11 Node 15.1 19 NODE -7.8 n12 Node 13.4 19 NODE -7.8 n13 Node 12.8 10 NODE -3.9 n14 Node 11.1 10 NODE -3.9 n15 Node 7.6 10 NODE -3.9 n16 Node 7.2 10 NODE -3.9 n17 Node 8.2 6 NODE -2.2 hl Overhead Sprinkler 4.9 13.1 126 7.2 7 6 HEAD Open 0.1 0.104 -2.2 13 h2 Overhead Sprinkler 4.9 13 126 7 7 10 HEAD Open 0 0.103 -3.9 13 File:C:\Users\Ashley\Documents\Projects\Arlington180\Arlington 80 Calcs.tyc3 Date 1/2/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Arlington Heights#80 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/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) h2 10 4.9 13 .75 lx(BM.Tee-Br)=3 3 150 7 n15 10 13 0.874 3 0.0939 0 6 0.6 n15 10 13.1 .75 lx(BM.90)=4 6.25 150 7.6 n14 10 26.1 0.874 4 0.3426 0 10.25 3.5 n14 10 0 .75 ix(BM.90)=4 1 150 11.1 n13 10 26.1 0.874 4 0.3426 0 5 1.7 n13 10 0 .75 lx(BM.90)=4 9 150 12.8 n12 19 26.1 0.874 4 0.3426 -3.9 13 4.5 n12 19 0 .75 lx(BM.90)=4 1 150 13.4 n11 19 26.1 0.874 4 0.3426 0 5 1.7 n11 19 0 .75 lx(BM.90)=4 16 150 15.1 n10 19 26.1 0.874 4 0.3426 0 20 6.9 n10 19 0 .75 ix(BM.90)=4 11 150 21.9 •n9 19 26.1 0.874 4 0.3426 0 15 5.1 n9 19 0 .75 1x(BM.90)=4 13 150 27.1 n8 19 26.1 0.874 4 0.3426 0 17 5.8 n8 19 0 .75 lx(BM.90)=4 8 150 32.9 n7 19 26.1 0.874 4 0.3426 0 12 4.1 n7 19 0 .75 ix(BM.90)=4 4.5 150 37 n6 19 26.1 0.874 4 0.3426 0 8.5 2.9 n6 19 0 .75 lx(BM.90)=4 9 150 39.9 n5 10 26.1 0.874 4 0.3426 3.9 13 4.5 n5 10 0 .75 4.25 150 48.3 n4 10 26.1 0.874 0 0.3426 0 4.25 1.5 n4 10 0 .75 lx(BM.90)=4 3 150 49.7 n3 10 26.1 0.874 4 0.3426 0 7 2.4 n3 10 0 .75 lx(coupling)=2.01 6 150 52.1 n1 4 26.1 0.874 2.01 0.3426 2.6 8.01 2.7 n1 4 0 1 lx(coupling)=1 1 120 57.5 n2 3 26.1 1.049 1 0.2129 0.4 2 0.4 n2 3 0 1 2 0 58.3 Ames 200B 1" srcl 1 26.1 0 0 1.9535 0.9 2 3.9 • hl 6 4.9 13.1 .75 lx(BM.90)=4 6.33 150 7.2 n17 6 13.1 0.874 4 0.0959 0 10.33 1 • n17 6 0 .75 lx(BM.90)=4 4 150 8.2 n16 10 13.1 0.874 4 0.0959 -1.7 8 0.8 ©2006 National Fire Protection Association Page 7 • Job name:Arlington Heights#80 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/z) (gpm) (in) (ft) (ft) (psi) (psi) n16 10 0 .75 lx(BM.Tee-Br)=3 1 150 7.2 n15 10 13.1 0.874 3 0.0959 0 4 0.4 * Discharge shown for flowing nodes only • ©2006 National Fire Protection Association Page 8