Loading...
Report (31) fvsd-oii- 00r ?.6— t s�� z swt/�C��D DEC 18 2014 • IFTIGARD W YATB° IINCDrnsiox FIRE PROTECTION, INC. 9095 S.W. Burnham 4 Tigard, OR 97223 SOUTHVIEW HEIGHTS : LOT 4 15172 SW HARVEY'S VIEW AVE TIGARD, OREGON FIRE PROTECTION HYDRAULIC CALCULATIONS HYDRANT FLOW REQUEST FORM PROJECT: Southview ADDRESS: none available 4 4 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#4 Contract No.: City: Tigard, OR 97223 Project Location: 15772 SW Harveyview Ave Date:12/18/2014 Contractor Information Name of Contractor: Wyatt Fire Protection 4 Address: 9095 SW Bumham Dr City: Tigard, OR 97223 Phone Number: (503)684-2928 E-mail:a. a ne p y @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\Southview Lot 4\Southview 4.tyc3 Date 12/18/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:Southyiew#4 Node Labels: Node Reference Pipe Labels: Off Diagram for Design Area : Dining Room 9 ____---- 2 _h18 5 ------ - 4-------- 3 2 1 S File:CAUsers\Ashley\Documents\Projects\Southview Lot 4\Southview 4.tyc3 Date 12/18/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Southview#4 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\Southview Lot 4\Southview 4.tyc3 Date 12/18/2014 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job name:Southview#4 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/PSI1/2) (gpm) (in) (ft) (ft) (Psi) (psi) hi 9 4.9 13.8 1 lx(BM.90)=5 0.5 150 7.9 18 9 27.2 1.101 5 0.1201 0 5.5 0.7 4 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 r 2 5 0 1 2 0 27.7 Ames2000B 1 3 27.2 0 0 2.0022 0.9 2 4 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 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 4 9 0 1 lx(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 1 3 0 1 3 120 32.6 S 0 27.2 1.049 0 0.2297 1.3 3 0.7 • 18 9 0 1 lx(BM.Tee-Br)=5 3.67 150 8.6 17 9 27.2 1.101 5 0.1201 0 8.67 1 14 19 0 1 1x(BM.Tee-Br)=5 18.5 150 8.7 15 19 10.1 1.101 5 0.0191 0 23.5 0.4 12 19 0 1 lx(BM.90)=5 4.33 150 7.9 13 19 10.1 1.101 5 0.0191 0 9.33 0.2 5 9 0 1 lx(BM.90)=5 4.5 150 23.8 4 9 27.2 1.101 5 0.1201 0 9.5 1.1 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 11 19 0 1 lx(BM.Tee-Br)=5 7.83 150 8.9 10 19 17.1 1.101 5 0.0509 0 • . 12.83 0.7 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 • 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 13 19 0 1 lx(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 h2 9 4.9 13.4 1 13 150 7.5 hl 9 4.9 13.4 1.101 0 0.0324 0 13 0.4 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 ©2006 National Fire Protection Association Page 4 Job name:Southview#4 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/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 7 9 0 1 lx(BM.90)=5 16.33 150 17.8 6 9 27.2 1.101 5 0.1201 0 21.33 2.6 15 19 0 1 lx(BM.Tee-Br)=5 16.67 150 9.2 10 19 10.1 1.101 5 0.0191 0 21.67 0.4 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 * Discharge shown for flowing nodes only • ©2006 National Fire Protection Association Page 5