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Report 1 -P115-2.01S-- COU 1 Sll� Sw f� E r v�rw CEIVED MAR 12 2015 CITY OF TIGARD C.., BUILDING DIVISION • {� W YAT T • • E r :4 FIRE PROTECTION , INC. 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW HEIGHTS LOT 8 12071 SW TU RNAGAI N DRIVE TIGARD, OREGON 97223 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for - Job Information Project Name:Southview#8 Contract No. : City: Tigard, OR 97223 Project Location: 15166 SW Harveys View Ave Date:3/11/2015 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 Dining Room 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) 34.6 Type of System Wet Volume-Entire System (gal) 9.1 gal Water Supply Information Date 12/15/2014 Location Source Public Suppy Notes File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 8\Southview 8.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview#8 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Dining Room 9 11\ 2 ��— -">,13 17 3 2 1 S File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 8\Southview 8.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#8 Hydraulic Analysis for : Dining Room 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) 34.6 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 8\Southview 8.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview#8 Hydraulic Analysis for : Dining Room MI- Supply f System Demand 70 S1 iggle 60- `E. ►.�� 1- --/ 16.7.22ii 50 �Y-.......4 'N • 4 W L i30_ .__..._ ,__ __..___ ._ ._._ _.______ _ _. n ___ .__._ _,_ _ CL 20 D1 1; I� 0- ` ■.muumweimmum mounnimemminmou iummiummemimmmmmissiummimo 0 400 500 600 700 800 900 1000 1100 1200 1300 Flow, gpm File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 8\Southview 8.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview#8 Hydraulic Analysis for : Dining Room Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 60 S2 Supply point#2-Residual 1230 48 D1 Elevation Pressure 0 3.9 D2 System Demand 27.2 34.6 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 60 37,7 . 25.4 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) hl Overhead 256 4.9 0.052 13.4 7.5 0.054 13.8 7.9 Sprinkler h2 Overhead 256 4.9 0.052 13.4 7.5 0.052 13.4 7.5 Sprinkler File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 8\Southview 8.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview#8 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 34.6 -27.2 1 3 NODE 32.6 2 5 NODE 27.7 3 6.5 NODE 26.5 4 9 NODE 24.9 5 9 NODE 23.8 6 9 NODE 20.4 7 9 NODE 17.8 8 19 NODE 11.7 9 19 NODE 10.8 10 19 NODE 9.6 11 19 NODE 8.9 12 19 NODE 7.9 16 9 NODE 10.5 17 9 NODE 9.6 18 9 NODE 8.6 hl 9 HEAD 7.9 13.8 4.9 13.4 7.5 h2 9 HEAD 7.5 13.4 4.9 13.4 7.5 15 19 NODE 9.2 13 19 NODE 8.1 • 14 19 NODE 8.7 File:C:\Users\Ashley\Documents\Projects\2015\Southview Heights\Southview 8\Southview 8.tyc3 Date 3/11/2015 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview#8 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/psii/z) (gpm) (in) (ft) (ft) (psi) (psi) h2 9 4.9 13.4 1 13 150 7.5 hi 9 4.9 13.4 1.101 0 0.0324 0 13 0.4 hi 9 4.9 13.8 1 ix(BM.90)=5 0.5 150 7.9 18 9 27.2 1.101 5 0.1201 0 5.5 0.7 18 9 0 1 ix(BM.Tee-Br)=5 3.67 150 8.6 17 9 27.2 1.101 5 0.1201 0 8.67 1 17 9 0 1 lx(BM.90)=5 2 150 9.6 16 9 27.2 1.101 5 0.1201 0 7 0.8 16 9 0 1 lx(BM.Tee-Br)=5 10 150 10.5 12 19 27.2 1.101 5 0.1201 -4.3 15 1.8 12 19 -10.1 1 lx(BM.Tee-Br)=5 14.17 150 7.9 11 19 17.1 1.101 5 0.0509 0 19.17 1 11 19 0 1 1x(BM.Tee-Br)=5 7.83 150 8.9 10 19 17.1 1.101 5 0.0509 0 12.83 0.7 10 19 10.1 1 lx(BM.Tee-Br)=5 5.5 150 9.6 9 19 27.2 1.101 5 0.1201 0 10.5 1.3 9 19 0 1 1x(BM.90)=5 2.17 150 10.8 8 19 27.2 1.101 5 0.1201 0 7.17 0.9 8 19 0 1 lx(BM.90)=5 10 150 11.7 7 9 27.2 1.101 5 0.1201 4.3 15 1.8 7 9 0 1 1x(BM.90)=5 16.33 150 17.8 6 9 27.2 1.101 5 0.1201 0 21.33 2.6 6 9 0 1 lx(BM.90)=5 23 150 20.4 5 9 27.2 1.101 5 0.1201 0 28 3.4 5 9 0 1 lx(BM.90)=5 4.5 150 23.8 4 9 27.2 1.101 5 0.1201 0 t 9.5 1.1 4 9 0 1 1x(coupling)=1.91 2.5 150 24.9 3 6.5 27.2 1.101 1.91 0.1201 1.1 4.41 0.5 3 6.5 0 1 1x(coupling)=1 1.5 120 26.5 2 5 27.2 1.049 1 0.2297 0.6 2.5 0.6 2 5 0 1 2 0 27.7 Ames2000B 1 3 27.2 0 0 2.0022 0.9 2 4 1 3 0 1 3 120 32.6 S 0 27.2 1.049 0 0.2297 1.3 3 0.7 12 19 0 1 1x(BM.90)=5 4.33 150 7.9 13 19 10.1 1.101 5 0.0191 0 9.33 0.2 ©2006 National Fire Protection Association Page 7 Job name:Southview#8 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) 13 19 0 1 1x(BM.Tee-Run)=1 24.5 150 8.1 14 19 10.1 1.101 1x(BM.Tee-Br)=5 6 0.0191 0 30.5 0.6 14 19 0 1 lx(BM.Tee-Br)=5 18.5 150 8.7 15 19 10.1 1.101 5 0.0191 0 23.5 0.4 15 19 0 1 1x(BM.Tee-Br)=5 16.67 150 9.2 10 19 10.1 1.101 5 0.0191 0 21.67 0.4 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 8