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Report (14) F1,5Xa60' - 606,.E I 07E- 5G) 144occ •. .•. RECEIVED •' I ( ( A_1_ MAY 242016 �° 'r FIRE PROTECTION, INC CIN OFTIGARD T ; '' BUILDING DIVISION 9095 S.W. Burnham Tigard, OR 97223 SOUTHVIEW HEIGHTS #30 12078 SW TU RNAGAI N DR TIGARD, OR 97224 FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS for Job Information Project Name:Southview Lot 30 Contract No.:C16-1096 City: Tigard, OR 97224 Project Location: 12078 SW Tumagain Dr Date:5/20/2016 Contractor Information Name of Contractor. Wyatt Fire Protection Address: 9095 SW Bumham St City: Tigard, OR 97223 Phone Number: 503-684-2928 E-mail:a.nishihara@wyattfirecom Name of Designer: Ashley Nishihara Authority Having Jurisdiction: City of Tigard Design Remote Area Name Den& Bathroom Remote Area Location Occupancy Classification Density(gpm/ft2) 0.05 Area of Application(ft2) 648 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 2 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 32.6 Required Pressure at Source(psi) 33.3 Type of System Wet Volume-Entire System (gal) 3.6 gal Water Supply Information Date 12/15/2014 Location Highest Hydrant in Development Source Public Water Notes File:W:\SOUTHVIEW\Southview 30\SV30 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southview Lot 30 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Den & Bathroom pet .n2 n1 n5 srci /72 File:WASOUTFIVIEIMSouthview 30\SV30 Calc.tyc3 Date 5/20/2016 Copyright 2002-2012 Tyco Fire Protection Products Page 2 Job:Southview Lot 30 Hydraulic Analysis for : Den & Bathroom Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (lb/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(ppm) Pressure(psi) 0 _ 60 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) 32.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 32.6 Other Required Margin of Safety(psi) 0 Base of Riser-Pressure(psi) 33.3 Base of Riser-Flow(gpm) 32.6 Demand w/o System Pump(s) N/A File:W:\SOUTHVIEW\Southview 30\SV30 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Southview Lot 30 Hydraulic Analysis for : Den & Bathroom swpy *System 0errand 70 SO eo 53 353 mi bt a 30 W I j 0 0 400 500 e00 700 800 000 1000 1100 1200 1300 Flow gpm File:W:\SOUTHVIEW\Southview 30\SV30 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Southview Lot 30 Hydraulic Analysis for : Den & Bathroom Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1-Static 0 60 S2 Supply point#2-Residual 1230 54 D1 Elevation Pressure 0 2.4 D2 System Demand 32.6 33.3 • Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow(gpm) Pressure (psi) @ Flow (gpm) Supply 60 45.6 26.7 32.6 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 324 4.9 0.05 16.2 10.9 0.051 16.4 11.2 Sprinkler h2 Overhead 324 4.9 0.05 16.2 10.9 0.05 16.2 10.9 Sprinkler File:W:\SOUTHVIEW\Southview 30\SV30 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Southview Lot 30 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/psiYz gpm ft2 psi psi ft gpm gpm/ftz psi gpm srcl Supply 32 6 33.3 3 SUPPLY 0 n1 Node 32.6 4 NODE -0.4 n2 Node 27.7 5 NODE -0.9 n3 Node 24.2 9.5 NODE -2.8 n4 Node 22.1 9.5 NODE -2.8 n5 Node 17.1 9.5 NODE -2.8 n6 Node 12.1 9.5 NODE -2.8 n7 Node 11.1 9.5 NODE -2.8 n8 Node 10.8 9.5 NODE -2.8 hi Overhead Sprinkler 4.9 16.4 324 11.2 10.9 8.5 HEAD Open 0.2 0.051 -2.4 16.2 h2 Overhead Sprinkler 4.9 16.2 324 10.9 10.9 8.5 HEAD Open 0 0.05 -2.4 16.2 File:W:\SOUTHVIEW\Southview 30\SV30 Calc.tyc3 Date 5/20/2016 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job name:Southview Lot 30 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) (9Pm/Psi/x) (gpm) (in) (ft) (ft) (psi) (psi) h2 8.5 4.9 16.2 1 lx(BM.90)=5 1 150 10.9 n8 9.5 16.2 1.101 5 0.0459 -0.4 6 0.3 n8 9.5 0 1 ix(BM.Tee-Run)=1 5.5 150 10.8 n7 9.5 16.2 1.101 1 0.0459 0 . 6.5 0.3 n7 9.5 16.4 1 ix(BM.90)=5 1 150 11.1 n6 9.5 32.6 1.101 5 0.1676 0 6 1 n6 9.5 0 1 lx(BM.Tee-Br)=5 25.25 150 12.1 n5 9.5 32.6 1.101 5 0.1676 0 30.25 5.1 n5 9.5 0 1 lx(BM.90)=5 24.67 150 17.1 n4 9.5 32.6 1.101 5 0.1676 0 29.67 5 n4 9.5 0 1 lx(us.90)=3.82 8.75 150 22.1 n3 9.5 32.6 1.101 3.82 0.1676 0 12.57 2.1 n3 9.5 0 1 lx(coupling)=1.19 4.5 120 24.2 n2 5 32.6 1.087 1.19 0.2697 1.9 5.69 1.5 n2 5 0 1 1 0 27.7 Ames2000B n1 4 32.6 0 0 4.4806 0.4 1 4.5 n1 4 0 1 1 120 32.6 srcl 3 32.6 1.087 0 0.2697 0.4 1 0.3 hi 8.5 4.9 16.4 1 lx(BM.Tee-Br)=5 1 150 11.2 n7 9.5 16.4 1.101 5 0.047 -0.4 6 0.3 * Discharge shown for flowing nodes only ©2006 National Fire Protection Association Page 7 HYDRANT FLOW REQUEST FORM PROJECT: Southview • ADDRESS: none available CROSS STREET: Tigard and Beef Bend Rd Ti and 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: