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Specifications 2DG�-DD/4ls 7�70 LK!f"iAJ?J/�2 iQO RECEIVED 4hE SUPPORT AND ENCOURW NICET CERTIFICATION CEO DEC 17 2019 ' ' -' T • C • „ TIGARD z. !. ��I�� DIVISION 'RES _ _„.._. hr , _ 0- , h T PRO "1 N ., , --ro. , ,,„,—.41t,,,, - r W . oz '�,.',..=_ , „,1I iphh 8 .,;„ :oorrr, orr, or, oo.....o, HYDRAULIC CALCULATION SUBMITTALS THE IELD NTS BUILDING .F.d `, �' . �\ 0 ,\ Pv��` '' ,,y---0-<\ v.- ,-, ®� �' . GO P,\`'OF,y''s I), <w; 0P GJ �P O G �G 0. QO�PS Off :�, 05 Spac e 2E 65t' Street,03 N 9866332 r WA - 03Vancouve , : 360-7188688604 Fax iPhone: 360-71 - w' ttf: SUPPORT?NO ENOO!JRWE CERTIFICAIION CCU IFI£6 TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CALCULATION DESIGN AREA l DESIGN AREA 2 DESIGN AREA 3 DESIGN AREA 4 STAND PIPE PRODUCT DATA SHEETS BACKFLOW ASSEMBLY RISER MANIFOLD CHECK VALVE FDC HOSE VALVE CPVC PIPE & FITTINGS HANGERS RESIDENTIAL SPRINKLER PENDENT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER WYAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT SW 77th PI. & SW Hunziker ADDRESS SW 77th PI. & SW Hunziker CROSS STREET FLO HYDRANT SW 77th Pl. & SW Hunziker LOCATION STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 DATED 05.04.18 MONITOR HYDRANT SW 77th PI. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner FORWARD FLOW CALCULATION AND AVAILABLE WATER FLOW AT PITOT Project Name: THE FIELDS - BUILDING 1 Job#: 2018 TF 001 Date: Jul-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 84 GPM OD Size Sch 40 Sch 10 C Factor of Pipe 120 1 1.049 Line 1 1 1/4 1.380 1.442 1 1/4 Pipe Size 1.442 SCH Sch 10 Pipe #Fits 1 1/2 1.610 1.682 Ft. of Pipe 12 45 ElI 1 1 2 2.067 2.157 90 ElI 9 3 2 1/2 2.469 2.635 VLV 4 1 3 3.068 3.260 Tot Fits 20 Tee 6 1 4 4.026 4.260 Total 32 6 6.357 Line 2 8 8.249 2 Pipe Size 2.067 SCH Sch 40 Pipe #Fits N/A Ft. of Pipe 5 0 0 Fitting Equivalent Lengths in Feet 0 0 0 45 ElI 90 ElI Tee VLV CV 0 0 1 1 2 5 4 5 Tot Fits 0 0 0 1 1/4 1 3 6 4 7 Total 5 1 1/2 2 4 8 5 9 Line 3 2 2 5 10 6 11 2 Pipe Size 2.157 SCH Sch 10 Pipe #Fits 2 1/2 3 6 12 7 14 Ft. of Pipe 0 0 3 3 7 15 10 16 0 0 4 4 10 20 12 22 0 0 6 7 14 30 10 32 Tot Fits 0 0 0 8 9 18 35 12 45 Total 0 VLV=Control Valy CV=Check Valve Line 4 2 'Pipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 141.1 eqv ft added for BFP Loss 7.8 PSI @ 84 GPM Friction Loss in 1 1/4 Pipe 0.39 32 12.58 line 1 Friction Loss in 2 Pipe 0.07 * 5 0.34 line 2 Friction Loss in 2 Pipe 0.06 " 0 0.00 line 3 Friction Loss in 2 Pipe 0.06 * 141 7.80 line 4 Total Loss 20.72 Total Pressure Required @ Base of Riser 4 + 21 = 25 PSI Pressure Available at 84 GPM = 104 PSI Remaining Pressure 79 76% Static 104 Residual 100 Flow 2500 Prepared by Bob Knight, CET III (NICET# 100164) HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:10/1/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 1 Remote Area Location 4TH FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 397 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 183.2 Required Pressure at Source(psi) 92.2 Type of System Wet Volume-Entire System (gal) 122 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 1 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Residual Available Node at Source Static Pressure Pressure Flow Pressure Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) SRC 104 100 2256 104 183.2 92.2 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) 83.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 83.2 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 92.2 SRC -Flow(gpm) 83.2 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 1 1 fl Supply Supply;Safety Pressure System Demand IF Add.Out.Hose 41 Available At Source 150 ,1 ' 140 - -4 13I is- .. 104 psi @ 183.2 gpm , 1 y . D3 , F i 8� N tq -- 70 py, 60� ' 7 i 30 --). D1a l f 10 , o r 0 7080000000 0- 0t30m40050016001700180019002000 2100 2200 2300 240 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 83.2 92.2 D3 System Demand+Add.Out.Hose 183.2 92.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 89.7 11.7 183.2 Supply;Safety Pressure 94 84.2 1.7 183.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/z) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 200 4.9 0.1 20 16.7 0.115 23.1 22.1 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler 103 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 104 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 1 103 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.01 150 16.7 0003 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 20.01 1.4 0003 36.29 -2.7 1 lx(BM.Tee-Run)=1 0.81 150 14.4 0002 36.29 17.3 1.101 1 0.0517 0 1.81 0.1 0002 36.29 20.1 1 4x(BM.Tee-Run)=4 24.92 150 14.5 0835 36.29 37.3 1.101 4 0.2153 0 28.92 6.2 0835 36.29 -11.2 1 2x(BM.Tee-Run)=2 12.19 150 20.7 0843 36.29 26.2 1.101 2 0.1116 0 14.19 1.6 0843 36.29 -12.9 1 6x(BM.Tee-Run)=6 49.64 150 22.3 0065 36.29 13.3 1.101 lx(BM.Tee-Br)=5 11 0.0319 0 60.64 1.9 0065 36.29 12 1 2x(BM.Tee-Run)=2 9.5 150 24.2 0063 36.29 25.3 1.101 2 0.1046 0 11.5 1.2 0063 36.29 12.9 1 2x(BM.Tee-Run)=2 6.46 150 25.4 0061 36.29 38.1 1.101 2 0.224 0 8.46 1.9 0061 36.29 -4.5 1 3x(BM.Tee-Run)=3 7.13 150 27.3 0058 36.29 33.7 1.101 3 0.178 0 10.13 1.8 0058 36.29 5.6 1 2x(BM.Tee-Run)=2 7.95 150 29.1 0056 36.29 39.3 1.101 2 0.2365 0 9.95 2.4 0056 36.29 -4.2 1 11x(BM.Tee-Run)=11 137.5 150 31.5 0039 36.29 35.1 1.101 2x(BM.Tee-Br)=10 41 0.1919 0 4x(BM.90)=20 178.5 34.2 0039 36.29 48.1 1.25 lx(BM.Coupl)=1 6.93 150 65.7 0378 36.29 83.2 1.394 1 0.301 0 7.93 2.4 0378 36.29 0 2 lx(us.90)=6.48 0.33 150 68.1 TR4 36.29 83.2 2.003 6.48 0.0515 0 6.81 0.4 TR4 36.29 0 2 lx(coupling)=1.23 1.49 120 68.5 FS4-O 34.75 83.2 2.157 1.23 0.0543 0.7 2.72 0.1 FS4-O 34.75 0 2 1 0 69.3 Flow Switch FS4-I 34.66 83.2 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 72.3 CV4-O 33.04 83.2 2.157 1.23 0.0543 0.7 2.56 0.1 CV4-0 33.04 0 2 0.67 0 73.1 VIC 717 CV CV4-I 32.38 83.2 0 0 0.4321 0.3 *** 0.67 0.3 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 1 CV4-I 32.38 0 2 0.33 0 73.7 VIC 705 B-FLY BF4-I 32.04 83.2 0 0 1.1325 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 74.2 0381 30.79 83.2 2.157 lx(us.90)=6.15 30.77 0.0543 0.5 33.18 1.8 0381 30.79 0 4 lx(coupling)=1.32 28.78 120 76.6 CV-0 2.67 83.2 4.26 5x(us.Tee-Br)=131.67 146.15 0.002 12.2 lx(us.90)=13.17 174.93 0.3 CV-0 2.67 0 4 0.83 0 89.1 CV-1F Check CV-I 1.83 83.2 0 0 0.2356 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 89.7 BFV-N BF-I 1.5 83.2 0 0 0.0797 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 89.9 FF 1 83.2 4.26 13.17 0.002 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 90.1 0360 -3.75 83.2 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 31.84 150 92.2 0361-0 -3.75 83.2 4.22 1.9 0.0014 0 33.74 0.0 0361-0 -3.75 0 4 0.75 0 92.2 Gate A2360 0361-I -3.75 83.2 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 92.2 SRC -3.75 83.2 4.22 0 0.0014 0 1.41 0 SRC 92.2 Path No: 2 102 27.79 4.9 20.1 1 1x(BM.Tee-Br)=5 10.55 150 16.8 0002 36.29 20.1 1.101 1x(BM.90)=5 10 0.0681 -3.7 20.55 1.4 0002 14.5 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 3 104 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 9.46 150 16.8 0008 36.29 20.1 1.101 lx(BM.90)=5 10 0.0683 -3.7 19.46 1.3 0008 36.29 2.7 1 10x(BM.Tee-Run)=10 81.88 150 14.4 0019 36.29 22.8 1.101 lx(BM.Tee-Br)=5 15 0.0865 0 96.88 8.4 0019 36.29 11.1 1 2x(BM.Tee-Run)=2 9.5 150 22.8 0021 36.29 33.9 1.101 2 0.1802 0 11.5 2.1 0021 36.29 11.2 1 lx(BM.Tee-Run)=1 6.46 150 24.9 0022 36.29 45.1 1.101 1 0.3052 0 7.46 2.3 0022 36.29 -8.8 1 2x(BM.Tee-Run)=2 7.58 150 27.2 0024 36.29 36.2 1.101 2 0.2038 0 9.58 2 0024 36.29 7.7 1 2x(BM.Tee-Run)=2 9.54 150 29.1 0026 36.29 43.9 1.101 2 0.2911 0 11.54 3.4 0026 36.29 4.2 1 5x(BM.Tee-Run)=5 61.45 150 32.5 0039 36.29 48.1 1.101 2x(BM.Tee-Br)=10 35 0.3446 0 4x(BM.90)=20 96.45 33.2 0039 65.7 Path No: 4 101 27.79 4.9 23.1 1 lx(BM.Tee-Br)=5 13.52 150 22.1 0080 36.29 23.1 1.101 lx(BM.90)=5 10 0.0882 -3.7 23.52 2.1 0080 36.29 -11.1 1 9x(BM.Tee-Run)=9 107.08 150 20.5 0065 36.29 12 1.101 lx(BM.Tee-Br)=5 34 0.0262 0 4x(BM.90)=20 141.08 3.7 0065 24.2 Path No: 5 0003 36.29 0 1 lx(BM.Tee-Run)=1 13.59 150 14.4 0008 36.29 2.7 1.101 4x(BM.90)=20 21 0.0017 0 34.59 0.1 0008 14.4 Path No: 6 0835 36.29 0 1 16x(BM.Tee-Run)=16 131.39 150 20.7 0021 36.29 11.2 1.101 2x(BM.Tee-Br)=10 51 0.023 0 5x(BM.90)=25 182.39 4.2 0021 24.9 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 0843 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 22.3 0063 36.29 12.9 1.101 2x(BM.Tee-Br)=10 44 0.0299 0 5x(BM.90)=25 105.14 3.1 0063 25.4 Path No: 8 0061 36.29 0 1 7x(BM.Tee-Run)=7 124.28 150 27.3 1040 36.29 4.5 1.101 2x(BM.Tee-Br)=10 37 0.0042 0 4x(BM.90)=20 161.28 0.7 1040 36.29 1.1 1 16x(BM.Tee-Run)=16 130.07 150 28 0058 36.29 5.6 1.101 lx(BM.Tee-Br)=5 46 0.0064 0 5x(BM.90)=25 176.07 1.1 0058 29.1 Path No: 9 0056 36.29 0 1 23x(BM.Tee-Run)=23 187.07 150 31.5 0026 36.29 4.2 1.101 4x(BM.Tee-Br)=20 83 0.0037 0 8x(BM.90)=40 270.07 1 0026 32.5 Path No: 10 0022 36.29 0 1 4x(BM.Tee-Run)=4 45.8 150 27.2 1041 36.29 8.8 1.101 lx(BM.Tee-Br)=5 9 0.0149 0 54.8 0.8 1041 36.29 -1.1 1 8x(BM.Tee-Run)=8 55.39 150 28 0024 36.29 7.7 1.101 2x(BM.Tee-Br)=10 43 0.0116 0 5x(BM.90)=25 98.39 1.1 0024 29.1 Path No: 11 0080 36.29 0 1 8x(BM.Tee-Run)=8 87.82 150 20.5 0019 36.29 11.1 1.101 lx(BM.Tee-Br)=5 13 0.0227 0 100.82 2.3 0019 22.8 Path No: 12 1041 36.29 0 1 lx(BM.Tee-Br)=5 12.94 150 28 1040 36.29 1.1 1.101 5 0.0003 0 17.94 0 1040 28 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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'/z) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.49 ft/s occurs in the following pipe(s): (0378-0039) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC I l 1 1 I I I04psi @ 183.2gpm(83.2gpm+100gpmadd.out.hose) 105- ,.... _ ��....�. _... .-_._. _ ...... E too .[t._ .. _ m { 80 { 1 �- � 1 E. .m...,.. ., .�.v..._....._ ._... ...�.. �m.� en60 y55 ._.. . ..Q m„,s. ..._... .�...._... , .. �. L - El 50 _ �__ � _. __�m.� 407-- 30 , 25 , _. 15- � 10: _ .. _ .... .__......_ _._._..._ 0 0 0 0 0 0 0 0 0 0 ,o 0 0 c o o o o 0 0 O N ^' ^. N N Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2237 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-1 16.0617----- 15.061; _ - .i 1 _. 14.061- - a 13.0614 �, s 12.061_ _ ,W 11.061 __ C. 10.061.ai 9.061- N al fi 7.0617 _ _ 6.061- 5.061- 4.061_m 3.061- 2.061-] 0.4 psi @ 83.2 gpm 1.0611 0.061-1 0 o 0 0 0 0 0 0 C., v Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2238 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O i t . 46 C. fA N N _ a 2.6 . I 1.6 - 0.3 psi @83.2gpm O N o o O O 0 v. O O O N O -- ,-A ,r Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2239 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3 psi @ 83.2 gpm 0 2.a m _ -____ j _ 2.3 Q G> 1.8-.�.... .,_. N U) d - a. 1.3 _..... ......... _. ..... 0.3 0 0 0 o O 0 0 0 0 -� ,.n v, ao Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012Tyco Fire Protection Products Page 11 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2242 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I i 4.428----- 3.9281_"" __ I j 3.428 ....._......,,,...._....,......mw .o....•....,�.... _ i a 2.928- 1 1 y z.428 m i , P d - I [ a 1.928 •.m _. ®�•n } [ [ 1428: _ _ �.m m�m.•- 0.928_ ,.. . 11110w- o.4z8_ N N U _0 N O N N 0, O .c b ap O - N Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2243 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 _ 3.5 1A O. G i! 7 - V) i 1s [ 0.2psi @83.2gpmi d . ]--- o o O O N V1 N O Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2244 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 0.743 �... _- �_ � f N 1 d � o_ l I 0.243--__.. 0 0 0 o v°O, N N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 13 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:10/1/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 2 Remote Area Location 4TH FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 454 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams) (gpm) 182.6 Required Pressure at Source(psi) 89.1 Type of System Wet Volume-Entire System (gal) 121.7 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 2 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 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 182.6 89.1 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) 82.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.6 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 89.1 SRC -Flow(gpm) 82.6 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 2 111 Supply Supply;Safety Pressure System Demand i Add.Out.Hose 0 Available At Source 150 140-- ,,, s ._ 130� 104 psi @a 182.6gpm 1 1777 S2 ,„ 1 C D2 ..� D3 i 80„" z.�. i fA 7 11) O. 6 31 50j 4C)v , ., 4 - 30_ : D1 6 t 1e l, 0 0 7060000001010C20tD300400500I 600I 700180019002000 2100 2200 2300 2401) Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 82.6 89.1 D3 System Demand+Add.Out.Hose 182.6 89.1 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 91.1 14.8 182.6 Supply;Safety Pressure 94 85.5 4.8 182.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiYz) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 201 Overhead 200 4.9 0.1 20 16.7 0.101 20.3 17.1 Sprinkler 202 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 203 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.11 21.9 20 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 1 202 27.79 4.9 20 1 1x(BM.Tee-Br)=5 9.17 150 16.7 1072 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.17 1.3 1072 36.29 -9 1 lx(BM.Tee-Run)=1 19 150 14.3 1073 36.29 11 1.101 1 0.0226 0 20 0.5 1073 36.29 20.3 1 3x(BM.Tee-Run)=3 59.48 150 14.8 0061 36.29 31.3 1.101 lx(BM.Tee-Br)=5 8 0.1555 0 67.48 10.5 0061 36.29 -6.3 1 3x(BM.Tee-Run)=3 7.13 150 25.3 0058 36.29 25 1.101 3 0.1022 0 10.13 1 0058 36.29 14.8 1 2x(BM.Tee-Run)=2 7.95 150 26.3 0056 36.29 39.8 1.101 2 0.2423 0 9.95 2.4 0056 36.29 -4.8 1 11x(BM.Tee-Run)=11 137.5 150 28.7 0039 36.29 34.9 1.101 2x(BM.Tee-Br)=10 41 0.1905 0 4x(BM.90)=20 178.5 34 0039 36.29 47.7 1.25 lx(BM.Coupl)=1 6.93 150 62.7 0378 36.29 82.6 1.394 1 0.2972 0 7.93 2.4 0378 36.29 0 2 1x(us.90)=6.48 0.33 150 65.1 TR4 36.29 82.6 2.003 6.48 0.0509 0 6.81 0.3 TR4 36.29 0 2 lx(coupling)=1.23 1.49 120 65.4 FS4-0 34.75 82.6 2.157 1.23 0.0536 0.7 2.72 0.1 FS4-O 34.75 0 2 1 0 66.2 Flow Switch FS4-I 34.66 82.6 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 69.3 CV4-0 33.04 82.6 2.157 1.23 0.0536 0.7 2.56 0.1 CV4-O 33.04 0 2 0.67 0 70.1 VIC 717 CV CV4-I 32.38 82.6 0 0 0.4307 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 70.7 VIC 705 B-FLY BF4-I 32.04 82.6 0 0 1.1177 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 71.2 0381 30.79 82.6 2.157 lx(us.90)=6.15 30.77 0.0536 0.5 33.18 1.8 0381 30.79 0 4 lx(coupling)=1.32 28.78 120 73.5 CV-0 2.67 82.6 4.26 5x(us.Tee-Br)=131.67 146.15 0.0019 12.2 lx(us.90)=13.17 174.93 0.3 CV-0 2.67 0 4 0.83 0 86.1 CV-1F Check CV-I 1.83 82.6 0 0 0.234 0.4 *** 0.83 0.2 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 1 CV-I 1.83 0 4 0.33 0 86.6 BFV-N BF-I 1.5 82.6 0 0 0.0789 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 86.8 FF 1 82.6 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 87 0360 -3.75 82.6 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 31.84 150 89.1 0361-0 -3.75 82.6 4.22 1.9 0.0014 0 33.74 0.0 0361-0 -3.75 0 4 0.75 0 89.1 Gate A2360 0361-I -3.75 82.6 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 89.1 SRC -3.75 82.6 4.22 0 0.0014 0 1.41 0 SRC 89.1 Path No: 2 201 27.79 4.9 20.3 1 lx(BM.Tee-Br)=5 9.17 150 17.1 1073 36.29 20.3 1.101 lx(BM.90)=5 10 0.0695 -3.7 19.17 1.3 1073 14.8 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 203 27.79 4.9 20.4 1 lx(BM.Tee-Br)=5 9.17 150 17.3 1067 36.29 20.4 1.101 lx(BM.90)=5 10 0.0703 -3.7 19.17 1.3 1067 36.29 9 1 lx(BM.Tee-Run)=1 20 150 15 1066 36.29 29.4 1.101 1 0.1382 0 21 2.9 1066 36.29 21.9 1 lx(BM.Tee-Run)=1 2.47 150 17.9 1040 36.29 51.3 1.101 1 0.3882 0 3.47 1.3 1040 36.29 -14.8 1 lx(BM.Tee-Run)=1 12.94 150 19.2 1041 36.29 36.5 1.101 1 0.2064 0 13.94 2.9 1041 36.29 -16.6 1 3x(BM.Tee-Run)=3 45.8 150 22.1 0022 36.29 19.9 1.101 lx(BM.Tee-Br)=5 8 0.0674 0 53.8 3.6 0022 36.29 6.3 1 2x(BM.Tee-Run)=2 7.58 150 25.7 0024 36.29 26.3 1.101 2 0.1124 0 9.58 1.1 0024 36.29 16.6 1 2x(BM.Tee-Run)=2 9.54 150 26.8 0026 36.29 42.8 1.101 2 0.2778 0 11.54 3.2 0026 36.29 4.8 1 5x(BM.Tee-Run)=5 61.45 150 30 0039 36.29 47.7 1.101 2x(BM.Tee-Br)=10 35 0.3388 0 4x(BM.90)=20 96.45 32.7 0039 62.7 Path No: 4 204 27.79 4.9 21.9 1 lx(BM.Tee-Br)=5 9.17 150 20 1066 36.29 21.9 1.101 1x(BM.90)=5 10 0.0804 -3.7 19.17 1.5 1066 17.9 Path No: 5 1072 36.29 0 1 lx(BM.Tee-Run)=1 23.33 150 14.3 1067 36.29 9 1.101 4x(BM.90)=20 21 0.0154 0 44.33 0.7 1067 15 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 0061 36.29 0 1 2x(BM.Tee-Run)=2 6.46 150 25.3 0063 36.29 6.3 1.101 2 0.0081 0 8.46 0.1 0063 36.29 -2.1 1 2x(BM.Tee-Run)=2 9.5 150 25.3 0065 36.29 4.3 1.101 2 0.0039 0 11.5 0.0 0065 36.29 -2.1 1 17x(BM.Tee-Run)=17 194.9 150 25.4 0019 36.29 2.2 1.101 2x(BM.Tee-Br)=10 47 0.0011 0 4x(BM.90)=20 241.9 0.3 0019 36.29 2 1 2x(BM.Tee-Run)=2 9.5 150 25.6 0021 36.29 4.2 1.101 2 0.0038 0 11.5 0.0 0021 36.29 2.2 1 lx(BM.Tee-Run)=1 6.46 150 25.7 0022 36.29 6.3 1.101 1 0.0081 0 7.46 0.1 0022 25.7 Path No: 7 0056 36.29 0 1 23x(BM.Tee-Run)=23 187.07 150 28.7 0026 36.29 4.8 1.101 4x(BM.Tee-Br)=20 83 0.0049 0 8x(BM.90)=40 270.07 1.3 0026 30 Path No: 8 1040 36.29 0 1 16x(BM.Tee-Run)=16 130.07 150 19.2 0058 36.29 14.8 1.101 2x(BM.Tee-Br)=10 51 0.0389 0 5x(BM.90)=25 181.07 7 0058 26.3 Path No: 9 1041 36.29 0 1 8x(BM.Tee-Run)=8 55.39 150 22.1 0024 36.29 16.6 1.101 2x(BM.Tee-Br)=10 43 0.0478 0 5x(BM.90)=25 98.39 4.7 0024 26.8 Path No: 10 0063 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 25.3 0843 36.29 2.1 1.101 2x(BM.Tee-Br)=10 44 0.001 0 5x(BM.90)=25 105.14 0.1 0843 36.29 2.1 1 2x(BM.Tee-Run)=2 12.19 150 25.4 0835 36.29 4.2 1.101 2 0.0037 0 14.19 0.1 0835 36.29 -2 1 16x(BM.Tee-Run)=16 131.39 150 25.5 0021 36.29 2.2 1.101 2x(BM.Tee-Br)=10 51 0.0011 0 5x(BM.90)=25 182.39 0.2 0021 25.7 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 0065 36.29 0 1 7x(BM.Tee-Run)=7 49.64 150 25.4 0843 36.29 2.1 1.101 lx(BM.Tee-Br)=5 12 0.001 0 61.64 0.1 0843 25.4 Path No: 12 0835 36.29 0 1 16x(BM.Tee-Run)=16 121.2 150 25.5 0019 36.29 2 1.101 1x(BM.Tee-Br)=5 41 0.001 0 4x(BM.90)=20 162.2 0.2 0019 25.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.37 ft/s occurs in the following pipe(s): (0378-0039) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job:THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC 1 1 1 1 1 l 104 psi @182.6 gpm(82.6gpm+100gpmadd.out.hose) _________ _ IOS i 100'^ Y- 95 j t I ..i. 90 w__ ..mm® _eme ?—_ 85- p-—; � _._ 80 o. n -1---- ._ 75-.._. _........ ,�e. fl .. 70 _? ��.w� ® ..�.d 65: s W i 1 i 55- 1 E L50 _ � ... .,_..........«. ....®,m.®.e �..... _...».,«... .e®tee 45 [ t 40— i 35_ 25 _ 20 - 5 F _ 0 .0 000 0 0 0 0 0 vr, M vi . r co rn O o N N N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2237 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 16.061- �— j 15.0611'- _ 14.061® 13.061 ®- 12.061; 1 .._ . _ ..._ 11.061: �� Q 10.061 Firi 9.061 7ir y 8.061_ N ` 7.061 �. a �— 6.061 �.... _._._....__- 5.061_ ._ ----1 4.061 3.061; 2.061- _._ 0.4 psi @826gpm 1.061- := , �. 0.061 �. ®mom w. 0 0 o a 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2238 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O 5 6- I C 0. 1 1 y I i , 1 • 0.3 psi @ 82.6gpm 0 1 • • o r o o C O O 1,1 O N N V Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2239 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3 psi @82.6gpm 0 2.a _ _ I 2.3 �. co o. V1 d _ 0_ 13 0.8 0.3 0 0 0 0 0 0 0 0 0 rn n co Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2242 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 1 l i 4.428- ..- ..w I 3.4287`� -�m --- F t 2.428�___ I.928- _._a �......_ ... I.428_ _......,._ ...,.. n_.... -_. ......_ ... 0.928- ... _. .. H- 0428 r V N ., M O N , CO O M 'J W V 1„ N M v', �G 1_, m O N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2243 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 - 4.5 __ _ i _ ._... __ _ Q 3.5- _ __ N - i - V! co co2.5 _... �. ,.M ... ...�_ i a. I l , 0.2 psi pa 82.6 gpm M O C O O O v, O N , I� O ^Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2244 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 F � o. y � l 3 i d E 0- 0.243- I g 0 0 0 0 00 0 0 0 o n o N r N N 7 fl Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 26 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:10/1/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 3 Remote Area Location 3RD FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 397 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams) (gpm) 181.4 Required Pressure at Source(psi) 90.8 Type of System Wet Volume-Entire System (gal) 113.5 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 3 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 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 181.4 90.8 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) 81.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.4 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 90.8 SRC -Flow(gpm) 81.4 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 3 Supply Supply;Safety Pressure System Demand f Add.Out.Hose 0 Available At Source 15 140® 130- t 104 psi @ 181.4 gpm 1 r g A s2 1 D2 __.._....�._�._. ._�_ 99.515 I70� d 6 I s _ ._ 50— w 40- _ 30- i 10 0 0 70800000010I 0CP0Il)30040050016001700180019002000 2100 2200 2300 2400 Flow, gpm i File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.4 90.8 D3 System Demand+Add.Out.Hose 181.4 90.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 88.3 13.2 181.4 Supply;Safety Pressure 94 83.1 3.2 181.4 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) 301 Overhead 200 4.9 0.1 20 16.7 0.105 20.9 18.2 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 303 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.4 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 1 302 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.72 150 16.7 0923 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.72 1.4 0923 27.17 1.2 1 3x(BM.Tee-Run)=3 27.61 150 14.4 0687 27.17 21.3 1.101 lx(BM.Tee-Br)=5 28 0.0758 0 4x(BM.90)=20 55.61 4.2 0687 27.17 13.4 1 2x(BM.Tee-Run)=2 9.5 150 18.6 0685 27.17 34.7 1.101 2 0.1878 0 11.5 2.2 0685 27.17 6.5 1 2x(BM.Tee-Run)=2 6.46 150 20.7 0683 27.17 41.2 1.101 2 0.2585 0 8.46 2.2 0683 27.17 -5.1 1 2x(BM.Tee-Run)=2 7.13 150 22.9 0681 27.17 36.1 1.101 2 0.202 0 9.13 1.8 0681 27.17 -13.6 1 2x(BM.Tee-Run)=2 7.95 150 24.8 0679 27.17 22.4 1.101 2 0.0838 0 9.95 0.8 0679 27.17 -11 1 16x(BM.Tee-Run)=16 122.95 150 25.6 0657 27.17 11.4 1.101 2x(BM.Tee-Br)=10 46 0.024 0 4x(BM.90)=20 168.95 4 0657 27.17 11 1 1x(BM.Tee-Run)=1 7.95 150 29.6 0655 27.17 22.4 1.101 1 0.0838 0 8.95 0.8 0655 27.17 13.6 1 lx(BM.Tee-Br)=5 7.13 150 30.4 0718 27.17 36.1 1.101 5 0.202 0 12.13 2.4 0718 27.17 8.9 1 2x(BM.Tee-Run)=2 25.97 150 32.8 1225 27.17 44.9 1.101 2 0.3035 0 27.97 8.5 1225 27.17 -5.7 1 1x(BM.Tee-Run)=1 7.58 150 41.3 1224 27.17 39.2 1.101 lx(BM.Tee-Br)=5 6 0.2361 0 13.58 3.2 1224 27.17 6.7 1 3x(BM.Tee-Run)=3 9.54 150 44.5 0118 27.17 46 1.101 3 0.3165 0 12.54 4 0118 27.17 13.6 1 lx(BM.Tee-Run)=1 5.94 150 48.5 0111 27.17 59.6 1.101 1 0.5113 0 6.94 3.5 0111 27.17 21.9 1 lx(BM.Tee-Run)=1 5.43 150 52.1 1220 27.17 81.4 1.101 lx(BM.90)=5 6 0.9123 0 11.43 10.4 1220 27.17 0 1.25 lx(BM.Coupl)=1 22.24 150 62.5 1219 27.17 81.4 1.394 2x(BM.Tee-Run)=2 9 0.2891 0 lx(BM.90)=6 31.24 9 1219 27.17 0 2 lx(us.90)=6.48 0.33 150 71.5 TR3 27.17 81.4 2.003 6.48 0.0495 0 6.81 0.3 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/psith) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 71.8 F53-0 25.46 81.4 2.157 1.23 0.0521 0.7 2.89 0.2 FS3-O 25.46 0 2 1 0 72.7 Flow Switch FS3-I 25.37 81.4 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 75.8 CV3-O 23.75 81.4 2.157 1.23 0.0521 0.7 2.56 0.1 CV3-O 23.75 0 2 0.67 0 76.6 VIC 717 CV CV3-I 23.08 81.4 0 0 0.4277 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 77.2 VIC 705 B-FLY BF3-I 22.75 81.4 0 0 1.0862 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 lx(us.Tee-Br)=12.31 1.42 120 77.7 BR3 22.5 81.4 2.157 1x(us.90)=6.15 18.46 0.0521 0.1 19.88 1 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 78.8 CV-0 2.67 81.4 4.26 4x(us.Tee-Br)=105.34 119.82 0.0019 8.6 lx(us.90)=13.17 140.3 0.3 CV-0 2.67 0 4 0.83 0 87.7 CV-1F Check CV-I 1.83 81.4 0 0 0.2305 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 88.3 BFV-N BF-I 1.5 81.4 0 0 0.0774 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 88.4 FF 1 81.4 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 1x(elbow.22.5)=3.67 4.75 140 88.7 0360 -3.75 81.4 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 31.84 150 90.7 0361-0 -3.75 81.4 4.22 1.9 0.0013 0 33.74 0.0 0361-0 -3.75 0 4 0.75 0 90.8 Gate A2360 0361-I -3.75 81.4 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 90.8 SRC -3.75 81.4 4.22 0 0.0013 0 1.41 0 SRC 90.8 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 303 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.18 150 16.7 0922 27.17 20 1.101 1x(BM.90)=5 10 0.068 -3.8 20.18 1.4 0922 27.17 -1.2 1 lx(BM.Tee-Run)=1 10.26 150 14.4 0921 27.17 18.8 1.101 1 0.0605 0 11.26 0.7 0921 27.17 20.4 1 lx(BM.Tee-Br)=5 0.5 150 15 0703 27.17 39.3 1.101 5 0.2363 0 5.5 1.3 0703 27.17 7.5 1 2x(BM.Tee-Run)=2 9.5 150 16.3 0705 27.17 46.7 1.101 2 0.3264 0 11.5 3.8 0705 27.17 -6.5 1 lx(BM.Tee-Run)=1 6.46 150 20.1 0707 27.17 40.2 1.101 lx(BM.Tee-Br)=5 6 0.2469 0 12.46 3.1 0707 27.17 5.1 1 3x(BM.Tee-Run)=3 24.14 150 23.2 0710 27.17 45.3 1.101 3 0.3086 0 27.14 8.4 0710 27.17 -8.9 1 lx(BM.Tee-Br)=5 6.46 150 31.5 0728 27.17 36.5 1.101 lx(BM.Tee-Run)=1 6 0.2062 0 12.46 2.6 0728 27.17 -14.1 1 3x(BM.Tee-Run)=3 9.5 150 34.1 0732 27.17 22.4 1.101 3 0.0836 0 12.5 1 0732 27.17 -11.1 1 16x(BM.Tee-Run)=16 120.36 150 35.1 0095 27.17 11.3 1.101 2x(BM.Tee-Br)=10 46 0.0237 0 4x(BM.90)=20 166.36 3.9 0095 27.17 11.1 1 2x(BM.Tee-Run)=2 9.5 150 39.1 0097 27.17 22.4 1.101 2 0.0836 0 11.5 1 0097 27.17 14.1 1 lx(BM.Tee-Run)=1 6.46 150 40.1 0098 27.17 36.5 1.101 1 0.2062 0 7.46 1.5 0098 27.17 5.7 1 lx(BM.Tee-Run)=1 7.58 150 41.6 0099 27.17 42.2 1.101 1 0.2698 0 8.58 2.3 0099 27.17 -6.7 1 2x(BM.Tee-Run)=2 9.54 150 43.9 0101 27.17 35.4 1.101 2 0.1955 0 11.54 2.3 0101 27.17 -13.6 1 3x(BM.Tee-Run)=3 40.71 150 46.2 0111 27.17 21.9 1.101 2x(BM.Tee-Br)=10 33 0.0799 0 4x(BM.90)=20 73.71 5.9 0111 52.1 Path No: 3 304 18.5 4.9 20.4 1 lx(BM.Tee-Br)=5 9.63 150 17.4 0921 27.17 20.4 1.101 lx(BM.90)=5 10 0.0706 -3.8 19.63 1.4 0921 15 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 301 18.5 4.9 20.9 1 lx(BM.Tee-Br)=5 13.69 150 18.2 0697 27.17 20.9 1.101 lx(BM.90)=5 10 0.0735 -3.8 23.69 1.7 0697 27.17 -7.5 1 4x(BM.Tee-Run)=4 44.62 150 16.2 0687 27.17 13.4 1.101 lx(BM.Tee-Br)=5 29 0.0324 0 4x(BM.90)=20 73.62 2.4 0687 18.6 Path No: 5 0683 27.17 0 1 3x(BM.Tee-Run)=3 37.18 150 22.9 0707 27.17 5.1 1.101 lx(BM.Tee-Br)=5 8 0.0055 0 45.18 0.2 0707 23.2 Path No: 6 0681 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 24.8 0655 27.17 13.6 1.101 2x(BM.Tee-Br)=10 46 0.0333 0 4x(BM.90)=20 168.95 5.6 0655 30.4 Path No: 7 0679 27.17 0 1 llx(BM.Tee-Run)=11 129.96 150 25.6 1298 27.17 11 1.101 5x(BM.90)=25 41 0.0225 0 lx(BM.Tee-Br)=5 170.96 3.8 1298 27.17 0 1 2x(BM.Tee-Run)=2 7.01 150 29.4 0657 27.17 11 1.101 2 0.0225 0 9.01 0.2 0657 29.6 Path No: 8 1225 27.17 0 1 2x(BM.Tee-Run)=2 32.77 150 41.3 0098 27.17 5.7 1.101 lx(BM.Tee-Br)=5 7 0.0066 0 39.77 0.3 0098 41.6 Path No: 9 0922 27.17 0 1 lx(BM.Tee-Run)=1 0.81 150 14.4 0923 27.17 1.2 1.101 1 0.0004 0 1.81 0 0923 14.4 Path No: 10 0705 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 20.1 0685 27.17 6.5 1.101 2x(BM.Tee-Br)=10 36 0.0085 0 4x(BM.90)=20 75.18 0.6 0685 20.7 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/psit/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 0710 27.17 0 1 4x(BM.Tee-Run)=4 62.96 150 31.5 0718 27.17 8.9 1.101 4x(BM.90)=20 24 0.015 0 86.96 1.3 0718 32.8 Path No: 12 0728 27.17 0 1 16x(BM.Tee-Run)=16 122.39 150 34.1 0097 27.17 14.1 1.101 2x(BM.Tee-Br)=10 46 0.0353 0 4x(BM.90)=20 168.39 6 0097 40.1 Path No: 13 0732 27.17 0 1 3x(BM.90)=15 63.88 150 35.1 1297 27.17 11.1 1.101 5x(BM.Tee-Run)=5 20 0.0226 0 83.88 1.9 1297 27.17 0 1 7x(BM.Tee-Run)=7 68.36 150 37 0095 27.17 11.1 1.101 lx(BM.Tee-Br)=5 22 0.0226 0 2x(BM.90)=10 90.36 2 0095 39.1 Path No: 14 0099 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 43.9 1224 27.17 6.7 1.101 2x(BM.Tee-Br)=10 35 0.009 0 4x(BM.90)=20 69.77 0.6 1224 44.5 Path No: 15 0101 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 46.2 0118 27.17 13.6 1.101 2x(BM.Tee-Br)=10 36 0.0331 0 4x(BM.90)=20 70.77 2.3 0118 48.5 Path No: 16 0697 27.17 0 1 2x(BM.Tee-Run)=2 6.44 150 16.2 0703 27.17 7.5 1.101 lx(BM.Tee-Br)=5 7 0.011 0 13.44 0.1 0703 16.3 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.44 ft/s occurs in the following pipe(s): (1220-0111) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012Tyco Fire Protection Products Page 36 Job:THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC 1 ( I t1 _, __ 104 psi @181.4 gpm(81.4gpm+100 gpm add.out.hose) l ? 100 tm� 957. 90. , 85 _ 80 _ 1 d 65 D. [ € 50 I_ 45 _.� 40_ 357 25- 20: W wW 0 ,::, 0 0 0 0 0 0 0 m © 0 o 0 00 a 00 00 N .-. N N Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2242 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428- 3.928- i ._.._.. _ 3.428- __..__. _ � I 2.928-O. y" 3 W 2.428 ®th 122 I 1.928""`"` _..._.......O. _......._._.._ _ .._._..___ m E 1.428 I , 0.928 _.....wW�_ .!_._,.. 0.428-.�. ®„�e� I r V .-. h N O, b M o N v� oo C en �o ao r N M ,C , coO N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2243 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 - l C. d i N N 2.5 _ �._ ... 0 is 0.2 psi @ 81.4 gpm 171 Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2244 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 Q 0.743 — _.. .. d � l 0.243` 0 0 0 0 00 0 0 0 0 0 V, o N N r N w Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2252 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-I 16061: 15.061-, - --- _ �__..____ 14.0612, _ 13.061�,r..__ _ �wm ` 12.061_ I 11.061_ __� c I �m. Q 10.061 _ ,,,,.. a i 9.061_ 7 ._...a...._ _...,W._.._....___... _ ... � ..... y 8.061-, _.N.._.._..._ m �.. N a 7.061 .. 5.0612__..._..__ ._ .. ..... ______._ ._.___.. ____.__ _ .. .__.�...�...... _._............... ..m.m.__ i 4.061- 3.061 206124 0.4 psi @ 81.4 gpm 1.061. 0.0612, , �- '' �_ ,w.w__ r O o 0 0 O O o N Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2253 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O t - Q - 36 7 l i d i L -CL j 7 t ' 0.3 psi @ 81.4 gpm 0.6 0 O N O 0 0 CD to 0 O O S O -_, N N <} Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2254 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @ 81.4 gpm 2.8- r a 2.3-m®ee 1.8—� tn 1.3- 3 _. .... _ [ i 0.8__ Oi c c c o 0 o c o 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 40 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:10/1/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 4 Remote Area Location 3RD FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 454 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 181.6 Required Pressure at Source(psi) 73.8 Type of System Wet Volume-Entire System (gal) 113.2 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 4 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, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Residual Available Node at Source Static Pressure Pressure Flow Pressure Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) SRC 104 100 2256 104 181.6 73.8 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) 81.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.6 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 73.8 SRC -Flow(gpm) 81.6 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 42 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 4 11. Supply Supply;Safety Pressure System Demand i Add.Out.Hose ® Available At Source 150 140W l ; - a 130_ - 104 psi @ 181.6 gpm '1 1 _T' S2- 100- _ 99.515 Q 90' D2 • D3 a 60® 50- _ J 40 30 - I D1 10 0 0 70800000010101:20030040050016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 4 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.6 73.8 D3 System Demand+Add.Out.Hose 181.6 73.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) (9P ) Supply 104 100.5 30.2 181.6 Supply;Safety Pressure 94 94.6 20.2 181.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiYz) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 401 Overhead 200 4.9 0.1 20 16.7 0.104 20.8 18.1 Sprinkler 402 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 403 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 404 Overhead 200 4.9 0.1 20 16.7 0.104 20.7 17.9 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 44 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/ps1v) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 403 18.5 4.91 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0716 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0716 27.17 -1.5 1 1x(BM.Tee-Run)=1 20 150 14.3 0717 27.17 18.5 1.101 1 0.0588 0 21 1.2 0717 27.17 20.7 1 lx(BM.Tee-Run)=1 2.47 150 15.5 0718 27.17 39.2 1.101 1 0.2359 0 3.47 0.8 0718 27.17 5.8 1 2x(BM.Tee-Run)=2 25.97 150 16.3 1225 27.17 45 1.101 2 0.3044 0 27.97 8.5 1225 27.17 -5.7 1 lx(BM.Tee-Run)=1 7.58 150 24.8 1224 27.17 39.3 1.101 lx(BM.Tee-Br)=5 6 0.2371 0 13.58 3.2 1224 27.17 6.7 1 3x(BM.Tee-Run)=3 9.54 150 28 0118 27.17 46.1 1.101 3 0.3179 0 12.54 4 0118 27.17 13.6 1 lx(BM.Tee-Run)=1 5.94 150 32 0111 27.17 59.7 1.101 1 0.5134 0 6.94 3.6 0111 27.17 21.9 1 lx(BM.Tee-Run)=1 5.43 150 35.6 1220 27.17 81.6 1.101 lx(BM.90)=5 6 0.9161 0 11.43 10.5 1220 27.17 0 1.25 lx(BM.Coupl)=1 22.24 150 46.1 1219 27.17 81.6 1.394 2x(BM.Tee-Run)=2 9 0.2903 0 lx(BM.90)=6 31.24 9.1 1219 27.17 0 2 lx(us.90)=6.48 0.33 150 55.1 TR3 27.17 81.6 2.003 6.48 0.0497 0 6.81 0.3 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 55.5 FS3-O 25.46 81.6 2.157 1.23 0.0524 0.7 2.89 0.2 - FS3-0 25.46 0 2 1 0 56.4 Flow Switch FS3-I 25.37 81.6 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 59.4 CV3-O 23.75 81.6 2.157 1.23 0.0524 0.7 2.56 0.1 CV3-O 23.75 0 2 0.67 0 60.2 VIC 717 CV CV3-I 23.08 81.6 0 0 0.4281 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 60.8 VIC 705 B-FLY BF3-I 22.75 81.6 0 0 1.0909 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 lx(us.90)=6.15 1.42 120 61.3 BR3 22.5 81.6 2.157 6.15 0.0524 0.1 7.57 0.4 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 1 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 61.8'' CV-0 2.67 81.6 4.26 4x(us.Tee-Br)=105.34 119.82 0.0019 8.6' lx(us.90)=13.17 140.3 0.3 CV-0 2.67 0 4 0.83 0 70.7 CV-1F Check CV-I 1.83 81.6 0 0 0.231 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 71.2 BFV-N BF-I 1.5 81.6 0 0 0.0776 0.1 *** 0.33 0.0 BF-I 1.5 0 4 1x(us.90)=13.17 0.67 120 71.4 FF 1 81.6 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 71.6 0360 -3.75 81.6 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 31.84 150 73.7 0361-0 -3.75 81.6 4.22 1.9 0.0013 0 33.74 0.0 0361-0 -3.75 0 4 0.75 0 73.8 Gate A2360 0361-I -3.75 81.6 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 73.8. SRC -3.75 81.6 4.22 0 0.0013 0' 1.41 0' SRC 73.8 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 402 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 j 16.7 0711 27.17 20 1.101 lx(BM.90)=5 10 0.068'' -3.8 19.33 1.3 0711 27.17 1.5 1 lx(BM.Tee-Br)=5 17.16 150 14.3 0710 27.17 21.5 1.101 5 0.0778 0 22.16 1.7 0710 27.17 15 1 lx(BM.Tee-Run)=1 6.46 150 16 0728 27.17 36.6 1.101 1 0.2074 0 7.46 1.5 0728 27.17 -14.1 1 3x(BM.Tee-Run)=3 9.5 150 17.6 0732 27.17 22.5 1.101 3 0.0841 0 12.5 1.1 0732 27.17 -11.1 1 16x(BM.Tee-Run)=16 120.36 150 18.6 0095 27.17 11.4 1.101 2x(BM.Tee-Br)=10 46 0.0238 0 4x(BM.90)=20 166.36 4 0095 27.17 11.1 1 2x(BM.Tee-Run)=2 9.5 150 22.6 0097 27.17 22.5 1.101 2 0.0841 0 11.5 1 0097 27.17 14.1 1 lx(BM.Tee-Run)=1 6.46 150 23.5 0098 27.17 36.6 1.101 1 0.2074 0 7.46 1.5 0098 27.17 5.7 1 lx(BM.Tee-Run)=1 7.58 150 25.1 0099 27.17 42.3 1.101 1 0.271 0 8.58 2.3 0099 27.17 -6.7 1 2x(BM.Tee-Run)=2 9.54 150 27.4 0101 27.17 35.5 1.101 2 0.1964 0 11.54 2.3 0101 27.17 -13.6 1 3x(BM.Tee-Run)=3 40.71 150 29.7 0111 27.17 21.9 1.101 2x(BM.Tee-Br)=10 33 0.0802 0 4x(BM.90)=20 73.71 5.9 0111 35.6 Path No: 3 404 18.5 4.9 20.7 1 lx(BM.Tee-Br)=5 9.33 150 17.9 0717 27.17 20.7 1.101 lx(BM.90)=5 10 0.0722 -3.8 19.33 1.4 0717 15.5 Path No: 4 401 18.5 4.9 20.8 1 lx(BM.Tee-Br)=5 9.33 150 18.1 0709 27.17 20.8 1.101 lx(BM.90)=5 10 0.0731 -3.8 19.33 1.4 0709 27.17 -5.8 1 lx(BM.Tee-Br)=5 1.84 150 15.7 0710 27.17 15 1.101 5 0.04 0 6.84 0.3 0710 16 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/psiVz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 0716 27.17 0 1 lx(BM.Tee-Run)=1 23.33 150 14.3 0711 27.17 1.5 1.101 4x(BM.90)=20 21 0.0006 0 44.33 0.0 0711 14.3 Path No: 6 1225 27.17 0 1 2x(BM.Tee-Run)=2 32.77 150 24.8 0098 27.17 5.7 1.101 lx(BM.Tee-Br)=5 7 0.0066 0 39.77 0.3 0098 25.1 Path No: 7 0728 27.17 0 1 16x(BM.Tee-Run)=16 122.39 150 17.6 0097 27.17 14.1 1.101 2x(BM.Tee-Br)=10 46 0.0355 0 4x(BM.90)=20 168.39 6 0097 23.5 Path No: 8 0732 27.17 0 1 3x(BM.90)=15 63.88 150 18.6 1297 27.17 11.1 1.101 5x(BM.Tee-Run)=5 20 0.0228 0 83.88 1.9 1297 27.17 0 1 7x(BM.Tee-Run)=7 68.36 150 20.5 0095 27.17 11.1 1.101 lx(BM.Tee-Br)=5 22 0.0228 0 2x(BM.90)=10 90.36 2.1 0095 22.6 Path No: 9 0099 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 27.4 1224 27.17 6.7 1.101 2x(BM.Tee-Br)=10 35 0.0091 0 4x(BM.90)=20 69.77 0.6 1224 28 Path No: 10 0101 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 29.7 0118 27.17 13.6 1.101 2x(BM.Tee-Br)=10 36 0.0332 0 4x(BM.90)=20 70.77 2.4 0118 32 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 11 0709 27.17 0 1 2x(BM.Tee-Run)=2 22.3 150 15.7 0707 27.17 5.8 1.101 2 0.0068 0 24.3 0.2 0707 27.17 -2.8 1 2x(BM.Tee-Run)=2 6.46 150 15.9 0705 27.17 3 1.101 1x(BM.Tee-Br)=5 7 0.002 0 13.46 0.0 0705 27.17 -1.3 1 2x(BM.Tee-Run)=2 9.5 150 15.9 0703 27.17 1.7 1.101 2 0.0007 0 11.5 0 0703 27.17 -0.8 1 4x(BM.90)=20 16.88 150 15.9 1357 27.17 0.9 1.101 3x(BM.Tee-Run)=3 28 0.0002 0 lx(BM.Tee-Br)=5 44.88 0 1357 27.17 0 1 3x(BM.Tee-Run)=3 22.31 150 15.9 0687 27.17 0.9 1.101 lx(BM.Tee-Br)=5 8 0.0002 0 30.31 0 0687 27.17 0.8 1 2x(BM.Tee-Run)=2 9.5 150 15.9 0685 27.17 1.7 1.101 2 0.0007 0 11.5 0 0685 27.17 1.3 1 2x(BM.Tee-Run)=2 6.46 150 16 0683 27.17 3 1.101 2 0.002 0 8.46 0.0 0683 27.17 2.8 1 2x(BM.Tee-Run)=2 7.13 150 16 0681 27.17 5.8 1.101 2 0.0068 0 9.13 0.1 0681 27.17 -2.2 1 2x(BM.Tee-Run)=2 7.95 150 16 0679 27.17 3.6 1.101 2 0.0028 0 9.95 0.0 0679 27.17 -1.8 1 16x(BM.Tee-Run)=16 122.95 150 16.1 0657 27.17 1.8 1.101 2x(BM.Tee-Br)=10 46 0.0008 0 4x(BM.90)=20 168.95 0.1 0657 27.17 1.8 1 lx(BM.Tee-Run)=1 7.95 150 16.2 0655 27.17 3.6 1.101 1 0.0028 0 8.95 0.0 0655 27.17 2.2 1 lx(BM.Tee-Br)=5 7.13 150 16.2 0718 27.17 5.8 1.101 5 0.0068 0 12.13 0.1 0718 16.3 Path No: 12 0707 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 15.9 0683 27.17 2.8 1.101 lx(BM.Tee-Br)=5 7 0.0017 0 44.18 0.1 0683 16 Path No: 13 0705 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 15.9 0685 27.17 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0685 16 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal IDS 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 0703 27.17 0 1 6x(BM.Tee-Run)=6 51.06 150 15.9 0687 27.17 0.8 1.101 2x(BM.Tee-Br)=10 36 0.0002 0 4x(BM.90)=20 87.06 0.0 0687 15.9 Path No: 15 0681 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 16 0655 27.17 2.2 1.101 2x(BM.Tee-Br)=10 46 0.0011 0 4x(BM.90)=20 168.95 0.2 0655 16.2 Path No: 16 0679 27.17 0 1 11x(BM.Tee-Run)=11 129.96 150 16.1 1298 27.17 1.8 1.101 5x(BM.90)=25 41 0.0008 0 lx(BM.Tee-Br)=5 170.96 0.1 1298 27.17 0 1 2x(BM.Tee-Run)=2 7.01 150 16.2 0657 27.17 1.8 1.101 2 0.0008 0 9.01 0 0657 16.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.5 ft/s occurs in the following pipe(s): (1220-0111) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job:THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area:4; Supply Ref.: SRC; Supply Name:SRC i _ I ' I04psi@181.6gpm(81.6gpm+100gpmadd.out.hose) 105 *® _ ■ . . .� . .. .__ �......� too-- 1111 95:-1 al 85= _ a 80_ 1 ��.� .. a t- Q 70 Et): 65 G._. m to 55.- d . _�� mw�.� m �w 45 - 40 35 a ' ' . i III 30 _.. . 25 zo im- , 0 0 0 0 0 0 0 0 0 0 ,o O 0 0 0 0 0 0 0 0 , C., V, . , 00 CT O N N Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2242 (BFV-N, Size = 4); Inlet Node: BF-1; Outlet Node: CV-1 , 4.428- . W r , 3928_ 3.428_ .- . C • 2928 Cl"; L y2.428- __ .�.,.. ' ......._.... ......... .....i..�,..._.._.. .... U) d i L ( i 192s _. _ 1.428 _ _._._ ��,� Ail 0.928 ` 0.428 ..a. 1--. 7 00 , N O, ,o m o .-4 In00 o m J o0 "' N m h ,0 n CO O N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2243 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5- -- "____....._._.__ ... ,,.,,..._........_..._.__,_ _._.�,,,_.._._..... �. .�o.®_�. .......... .... ..__ .. . N a ai Y 3 N a 1.5- ®.m.e. _.. _._ ....„'.._.................. 0[0.2 psi @81.6gpm • � O O Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2244 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 Q. 0.743' N { 0 0 0 0 0 N N N V N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2252 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-I 16.061_ _ I_ 15.06r_ 1 14.061- 1 12.061- 11.061: ..._., .�.._ _....®.. e...m�.e .� m® _........... ,._ ........... ..................... . .___._.. to .... .�.�,. .�.�.�. .� ws,.a...,.,..�..,m... �. G. 10.061 �ee 1 d 9.061: �� _ y 8.061 _ G1 d 7.061' _._ 6.06I_ _ . .n 1 4.061- 3.061. 0.4 psi @ 81.6 gpm 1 1.061: ._._.._ ___._._.__ ..�—.< ._,. 0.061"+ O __. _ o C o 0 0 0 0 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2253 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O 1 , l 4.6 -1,—,--.1 rn G. - 111 53 E .. I 1.6 -.mn ---1 - 1 0.3 psi @ 81.6 gpm 1 0.6' L. o N o c> O O o , o O r O -- ^. N N 7 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 53 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2254 (Flow Switch, Size = 2); Inlet Node: FS3-l; Outlet Node: FS3-O 3 psi @ 81.6 gprn O 2.8 a i Q - 3 I 21 1.8- 7 N 112 M 0.8- em mm ®® _ a 0 o c c o o c c o Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 R-1 FP.dwg Date 10/1/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 54 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:10/1/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 9 Remote Area Location BLD 1 STAND PIPE Occupancy Classification STAND PIPE Density(gpm/ft2) 1 Area of Application(ft2) 750 Coverage per Sprinkler(ft2) 250 Number of Calculated Sprinklers 3 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl.Hose Streams)(gpm) 764 Required Pressure at Source(psi) 152.5 Type of System Wet Volume-Entire System (gal) 128.8 gal Water Supply Information Date 9/26/19 Location PUMPER TRUCK Source FDC Notes File:C:\DWG\_Firestop\The1Fields\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2004-2012 Tyco Fire Protection Products Page 1 • Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 9 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 : FDC Flow(gpm) Pressure(psi) 0 180 750 165 1500 150 1875 123.8 2250 97.5 Supply Analysis Residual Available Static Pressure Flow Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) FDC 180 165 750 164.8 764 152.5 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) 764 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 764 Other Required Margin of Safety(psi) 0 FDC -Pressure(psi) 152.5 FDC -Flow(gpm) 764 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 9 i System Demand 0 Available At Source 1 i, r E 240- 220- 2( -4w 1 164 8 psi @ 764 gpm a��/.. .:�,,q a err nd 1 80- - i S 3 ,- 160- •. a _ -...i� 140� E L Cl) 120-- •, ,,\ � S5 d 100- ' 851873 80- 60- - , n ._ D1 i i 2I ��i.-� .. _ .t 0 0 7080000001010L200301$400500160017001800190020002100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 9 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 180 S2 Supply point#2 750 165 S3 Supply point#3 1500 150 S4 Supply point#4 1875 123.8 S5 Supply point#5 2250 97.5 D1 Elevation Pressure 0 16.7 D2 System Demand 764 152.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow m Pressure (psi) @ Flow m (9p ) (gpm) Supply 164.3 799 12.2 764 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor - Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/z) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) HV1 Overhead 250 25 1 250 100 1 250 100 Sprinkler HV2 Overhead 250 25 1 250 100 1.008 252.1 101.7 Sprinkler HV3 Overhead 250 25 1 250 100 1.048 262 109.8 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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) Path No: 1 HV1 31.13 25 250 2.5 lx(us.Tee-Br)=16.47 1.1 120 100 011 31.79 250 2.635 1x(us.90)=8.24 24.71 0.1571 -0.3 25.82 4.1 011 31.79 252.1 4 1x(coupling)=1.32 116.91 120 103.8 BFS2-0 35.29 502.1 4.26 7x(us.90)=92.17 119.82 0.0551 -1.5 1x(us.Tee-Br)=26.33 236.73 13 BFS2-O 35.29 0 4 0.33 0 115.3 BFV-N BFS2-I 35.29 502.1 0 0 2.1097 0 *** 0.33 0.7 BFS2-I 35.29 0 4 2.9 120 116 SP 35.29 502.1 4.26 0 0.0551 0 2.9 0.2 SP 35.29 262 4 lx(coupling)=1.32 38.1 120 116.2 CVF-0 7.5 764 4.26 5x(us.90)=65.84 93.49 0.1199 12 1x(us.Tee-Br)=26.33 131.59 15.8 CVF-0 7.5 0 4 0.8 0 144 CV-1F Check CVF-I 7.5 764 0 0 2.7553 0 *** 0.8 2.2 CVF-I 7.5 0 4 2x(us.90)=26.33 7 120 146.2 040 2.5 764 4.26 26.33 0.1199 2.2 33.33 4 040 2.5 0 4 1.26 120 152.4 FDC 2.5 764 4.026 0 0.1579 0 1.26 0.2 FDC 152.5 Path No: 2 HV2 32.46' 25 252.1 2.5 lx(us.90)=8.24 0.44 120 101.7 012 32.46 252.1 2.635 8.24 0.1596 0 8.67 1.4 012 32.46 0 4 lx(us.Tee-Br)=26.33 0.67 120 103.1 011 31.79 252.1 4.26 26.33 0.0154 0.3 27 0.4 011 103.8 Path No: 3 HV3 41.04 25 262 2.5 lx(us.Tee-Br)=16.47 0.44 120 109.8 001 41.04 262 2.635 16.47 0.1713 0 16.91 2.9 001 41.04 0 4 lx(coupling)=1.32 5.94 120 112.7 BFS1-0 35.29 262 4.26 lx(us.90)=13.17 14.48 0.0165 2.5 20.42 0.3 BFS1-O 35.29 0 4 0.33 0 115.5 BFV-N BFS1-I 35.29 262 0 0 0.5732 0 *** 0.33 0.2 BFS1-I 35.29 0 4 lx(us.Tee-Br)=26.33 0.52 120 115.7 SP 35.29 262 4.26 26.33 0.0165 0 26.86 0.4 SP 116.2 File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 1 Hydraulic Calculations 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/z) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.26 ft/s occurs in the following pipe(s): (FDC-040) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area: 9; Supply Ref.: FDC; Supply Name:FDC 2oa= 160:. _,. . - .�4 �.. � a 1 151 130 � e 0- 120. ,.. 3 rA >v 90 a W_ .. „ O. 80 — __ 40 -- .I 1 i i �W o-t...,...,...1...,. ,...i.. , , 3 . , . 1... cc 0 0 O O O 00 O 00 O. O 0 0 O oo cr, O ON N Flow,gpm Pressure Loss Function Design Area: 9; Valve Ref.: 077 (BFV-N, Size = 4); Inlet Node: BFS1-l; Outlet Node: BFS1-O 4.428- m...._. _.,... -. ___.,.s,. .,.m�.m.-� ._.,.,r. 3.928 i ._ 3.428 - _ 11 _ 1 Q 2.928-. W� �m�.� ma .. . ..__. d I I N E ItD. f 1.428- m.�... _,w..,.. __ _._....� .. ........_.._........_.�,., i 0.928— 3 .-- �.®.® 0.2 psi @ 262 gpm 0.428 ®_�_._-m a ®? , V o0 N ON .0 M 0 N V, oo O ,0 m �-� n ,I M y ` r O N ~Flow,gpm File:C:\DWG\_Firestop\The Flelds\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 9; Valve Ref.: 083 (CV-1F Check, Size = 4); Inlet Node: CVF-I; Outlet Node: CVF-O 4s_ ._ __. .. . . . _ .. I 1 - 1 IIIW I Q N P w 2.2 psi @ 764 gpm t ED. fp- a 0 , ls_ _ ... ..... . .. ...�., .�...W_w W.._...._.�..,....__.. _..___._...- -......_.�..__m._�....�. ......... _.... Os_ 0 0 0 0 o Flow,gpm Pressure Loss Function Design Area: 9; Valve Ref.: 090 (BFV-N, Size = 4); Inlet Node: BFS2-1; Outlet Node: BFS2-O - 4.428 .. ®� _m.. ..�....._ ,..... _ _. _... _ ..., ..® .._ _ j j 3.928" .._._�.. ......_....�.�... ........___.,_.- _..�,.._.. �._E 3.428- i _. - �_...._. ..._ .�._.�__ _... ..... „.. .�............. . ..m._... . _.._....... -__.....�.�........�____..;...._ M 12 2.928- r N 1 di y 2.428 ... ®� V) 1 1 a 1.428: ._....._ ®- 0.7 psi @ 502.1 gpm: [ 0.928 .tea _..._... i 0 428 i 1 1--. V N o, cc M O .n .0O 0 m 8 N M ,.. 1� O N ~Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 1\The Fields BLD 1 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 8 ES-A-3000BM1 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3000BM1 Residential Fire Sprinkler s : Double Check Detector Backflow TM � 3 dam;€4i Prevention Assembly �4 • _6 6,6 `I Sizes: 2" (50mm) Series 3000B Double Check Detector Assembly are designed to protect drinking water supplies from dangerous cross-connections 3000BM1-OSY-GPM 3000BM1-FP-GPM in accordance with national plumbing codes and water authority regulations for non-potable service applications such irrigation, fire line,or industrial processing.The Series 3000B is ideal for use on non-health hazard fire protection systems to detect leaks or Specifications unauthorized water usage. The Series 3000BM1 consist of a main line valve body composed Modular check design concept facilitates maintenance and of two(2)independently acting approved poppet-type check assembly access.All sizes are standardly equipped with resilient modules with replaceable seats and disc rubbers.Servicing of both seated OSY shutoff valves and 5/a"x 3/4"(16 x 19mm)meter. check modules do not require any special tools and are accessed via a single top entry cover.The device can be fitted with either Features approved UL Listed OS&Y Gates or Slow-Turn Gear Operated Ball Main Valve: Valve Assemblies and contains properly located resilient seated test Gear Operated Ball Valve Shutoffs with Pre-Wired Tamper cocks along the main valve body. • Switches(2) The auxiliary bypass line contains a 5/s"x 3/4"(16 x 19mm)Water Meter that complies with ANSI/AWWA Standard C700 coupled • Compact Design for Ease of Installation with an approved double check assembly(DC).The bypass line • Inline Serviceable Assembly is design to detect leaks or unauthorized water usage of the • No Special Tools Required for Servicing fire system while protecting against possible backpressure and backsiphonage conditions for non-health hazard(i.e., pollutant) • Captured Modular Spring Loaded Checks application. • Field Replaceable Seats&Discs • Field Replaceable Auxiliary Bypass Line&Components Typical Installation Auxiliary Bypass: The Series 3000BM1 is typically installed for service on com- • Compact Bypass Design; Remains within Main Valve mercial fire sprinkler systems. It is recommended this device is Assembly Profile installed after a water meter and/or main line isolation shutoff valve with installation techniques that comply with the latest edition • Inline Serviceable'/2" Backflow Assembly of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product • Field Replaceable Seats&Discs installation and safety information available or the experience of a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing,in the experience of a trained product installer.You are required to United States.Before installing standard material product,consult thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICE Inquire with governing authorities for local installation requirements Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, F=f,=a' AT Z r."s'' r. s specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Approvals-Standards Configurable Options (Prefix-Suffix) •Approved by the Foundation for Cross-Connection Control and Suffix Hydraulic Research at The University of Southern California OSY: UL/FM Approved OS&Y Gate Valves(ANSI/AWWA C515 (FCCCHR-USC) Compliant) •ASSE 1048 Listed FP:UL Approved Gear Operated Ball Valves • UL Classified(US&Canada) CFM: Cubic Feet per Minute 5'8"x 374"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5'8"x 3/4"Water Meter(ANSI/AWWA •AWWA Standard C510 Compliant C700 Compliant) •CSA B64.5 LF: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY • NFPA 13, 14, 15, 16, 20, 22&24 Compliant LM: No Water Meter Installed in Auxiliary Bypass Line • End Connections Gear-Operated Ball Valves—National Pipe Thread Taper ANSI/ASME B1.20.1 Example Ordering Descriptions • End Connections OS&Y Gate Valves—Compliant to ASME 2"3000BM1-OSY-GPM-Fitted with OS&Y Shutoff&Gallon per B16.1 Class 125&AVWVA Class D Flange Minute Water Meter ��0ssO2"3000BM1-FP-CFM -Fitted with Gear Operated Shutoff& OiF,F ® P� Cubic Feet per Minute Water Meter 1o4s C OSY Friction US Approved C ® Friction Loss Gate Valves Friction loss chart identifies valve performance based upon rated Assembly Flow Orientation water Velocity up to 20fps • Horizontal-Approved by FCCCHR-USC,ASSE, UL, FM, • Maximum service flow rate is determined by maximum rated IAPMO/cUPC Velocity of 7.5fps. •Vertical Up-Approved by FCCCHR-USC,ASSE, UL, FM, •AWWA Manual M-22(Appendix C)recommends that the maxi- IAPMO/cUPC mum water Velocity in the services be not more than 10fps. Material Specifications • UL flow rate is determined by typically rated Velocity of 15 fps. • Body: Cast Bronze ASTM B584 • Elastomers: Silicone psi Rated Flow 100%Rated Flow *UL Rated Flow • 0-Rings: EPDM 22 I I I 20 I I I • Check Modules: Engineered Plastics y 18 I I ° 16 I I I Pressure Specifications 2 14 ii I I I • Max.Working Pressure: 175 psi 12 l I I • Min.Working Pressure: 10 psi o 10 1 I I • Hydrostatic Test Pressure: 350 psi g 6 /` I I I • Hydrostatic Safety Pressure Rating: 700 psi a a J i l l z I Temperature Specifications o I 0 20 40 60 80 100 120 140 160 180 200 220 240 260 gpm • Continuous Operating Range:33°F-110°F(0.5°C-43°C) 76 152 228 303 378 454 530 606 680 757 833 908 984 Ipm • Intermittent Operating Range up to 140°F(60°C)Must not 7.5 16.3 24.5 fps exceed 12 hour duration Dimensions — Weights I I .1. .1. ��}-0�1 I - ,'ii 6„c17 7 ,n, I mom `lllY4?I �• RIIh BM D(Open) �Iln�wA` all A& 40 ��ra�i 2141,-•••• C r A lirI .iiLJ MODEL SIZE(DN) DEMINSIONS WEIGHT A B C D IN. MM IN. MM IN. MM IN. MM IN. MM LBS. KGS. 3000BM1-0SY 2 50 225/s 575 109/6 268 1113/16 300 131 343 85 38.6 3000BM1-FP 2 50 187/e 479 8/ 225 1113/6 300 41/4 108 35 15.8 it FIRE&WATERWORKS A WATTS Brand USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES-A-3000B-M1 1816 ©2018 Ames Fire&Waterworks Worldwide Fire Protection Contacts www.tyco-fire.com Products Model RM-1 Riser Manifold Commercial and Residential General Optional Pressure Relief Kits feature a 175 psi pressure relief valve and trim Description components for convenient integration p into commercial and residential riser manifold assemblies. >, The TYCO commercial and residential Model RM-1 Riser Manifold provide The pressure relief valve, installed in . r the necessary waterflow alarm, pres- manifold assemblies above the nor- sure gauge, alarm test orifice, drain, mally closed test and drain or drain and sight glass equipment in a single valve, automatically bleeds system ; assembly for use in NFPA 13 com- pressure exceeding 175 psi through a L mercial sprinkler systems and in NFPA flexible hose connected to the mani- y _ 13D/13R residential sprinkler systems fold drain outlet(Ref. Figure 5), reduc- as follows: ing system pressure to 175 psi. NFPA 13* • 1-1/2 Inch (DN40) NOTICE Male Thread x Female Thread The Model RM-1 Riser Manifolds • 2-6 Inch (DN50-DN150) described herein must be installed Groove x Groove and maintained in compliance with this document,as well as with the applica- NFPA 13D ble standards of the National Fire Pro • 1 Inch (DN25) tection Association(NFPA), in addition Female Thread x Female Thread to the standards of any other authori- / j' NFPA 13R ties having jurisdiction. Failure to do so may impair the performance of these • 1-1/2 Inch (DN40) Male Thread x Female Thread devices. The owner is responsible for main- • 2 Inch (DN50) taming their fire protection system Groove x Groove and devices in proper operating con- Ri 'Although the Riser Manifold described In this techni- dition. Contact the installing contrac- cal data sheet is intended for NFPA 13 sprinkler sys- tems, t= it may be used for NFPA 13D or 13R residential tor or product manufacturer with any sprinkler systems,where a test orifice of 2.8K or 4.2K questions. '�- -- € E is acceptable. ��" y=� The variety of sizes and grooved end Technical connections allow cost effective and easy transition to check valves,control Data valves, and system piping. The Model RM-1 Riser Manifolds may be installed Approvals either horizontally (flow switch on top) UL and ULC Listed or vertically(flow going up)orientation, FM Approved for both single sprinkler rises and floor Listed by California State Fire Marshall control in high-rises. Maximum Working Pressure 300 psi(20,7 bar) Test Orifice 1-3 Inch(DN25-DN80)Manifolds:2.8K 4-6 Inch(DN100-DN150)Manifolds:4.2K Finish Red Painted Page 1 of 8 FEBRUARY 2017 TFP963 TFP963 Page 2 of 8 Nominal NO DESCRIPTION P/N Nominal End Nominal Dimensions Drain 1 300 psi/2000 kPa Riser Connections Inches Size Water Pressure Gauge..90050001 Size (mm) Inches 2 Test and Drain Valve, Inches (DN) Model TD-1: (DN) 1-1/2-3 Inch Inlet Outlet A B C D E F G H (DN40-DN80) 1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 1-1/ze Manifolds, (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) 1-1/Inch KOrifice....,A61G0420 4-6 Inch 2 Groove Groove 13 18 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 (DN100-DN150) (50) (330) (457) (53) (143) (213) (388) (111) (32) Size Manifolds, 2",4.2K Orifice A61 G0601 2-1/2 Groove Groove 13 18-1/16 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 3 Flow Switch,VSR-M: (65) (330) (460) (53) (143) (213) (388) (111) (32) 1-1/2"(DN40) 91144815 3 13 18-1/16 2-1/16 5-7/8 8-5/8 15-3/4 4-3/8 1-1/4 2"(DN50) 91144802 (80) Groove Groove (330) (460) (53) (150) (219) (400) (111) (32) 2-1/2"(DN65) 91144825 3"(DN80) 91144803 4 Groove Groove 13 20-1/4 4-1/4 6-3/4 10-3/4 18-3/8 5-3/16 2 4"(DN100) 91144804 (100) (330) (514) (108) (172) (273) (467) (132) (50) 6"(DN150) 91144806 6 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 Field Replaceable (150) Groove Groove (330) (514) (108) (197) (300) (533) (172) (50) Retard/Switch 91144800 II \ 1 OUTLET 1 i \� \\ // Pr OPTIONAL jP� ��" PRESSURE I k / ii RELIEF TRIM �1i CONNECTION `R w► m _ to 3,4 111111111, II ,17: III, A B (1--� ICE]'r..i' 2Q 10 007■I ) I■ 1 'a 111 Ian la' am I INLET C EMI I wil G H 1 D—•-- — E — — F - FIGURE 1 MODEL RM-1 COMMERCIAL RISER MANIFOLDS 1-1/2-6 INCH(DN40-DN150) TFP963 Page 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1" NPT 1 CONNECTION (FEMALE) o �� p NO DESCRIPTION P/N 2 • -n 1 300 psi/2000 kPa 10" 11" Water Pressure Gauge..90050001 .,r (254 mm) rpi • * (280 mm) 2 BallValve1"(DN25) ..97111603i=` 3 Flow Switch,VSR-M, 1"(DN25) 91144801 1 4 Field Replaceable 1.111 Retard/Switch 91144800 2-1/2" 1NPT (64 mm) DRAIN 3-3/4" 3-7/8" f (96 mm) f 3,4 (100 mm) 1" NPT 4-5/8" (FEMALE) ~(118 mm) _ 10-1/8" (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) il OPTIONAL PRESSURERELIEF 1 TRIM 1-1/2" NPT CONNECTION (FEMALE) .. .. ' 1 13-1/4" (337 mm) NO DESCRIPTION P/N 1 10" 7 I 1 300 psi/2000 kPa Water Pressure Gauge..90050001 ill (254 mm) ■ II 12 2 Ball Valve,1"(DN25)....97111603 2 : .1i. 23 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 7/16" r 4 Field Replaceable 11 mm �',-IMi 1 Retard/Switch 91144800 p-I ( ) � - } y 3-7/8" y 3-7/8" — 3,4 (100 mm) 1" (100 mm) 1-1/2" NPT NPT 4-3/4" (MALE) DRAIN (121 mm) 11-3/8" _ (290 mm) FIGURE 3 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1-1/2 INCH(DN40) TFP963 Page 4 of 8 II 2" (GROOVED) 1 OPTIONAL �� PRESSURE I �,40p i RELIEF TRIM CONNECTION I 16" hill * (406 mm) NO DESCRIPTION P/N 13" 1 300 psi/2000 kPa (330 mm) I Water Pressure Gauge..90050001 111 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 2"(DN50) 91144802 2 4 Field Replaceable I iI III ' Retard/Switch 91144800 Ii ii � li 1/2" Rip4 MO,i (13 mm) � f y 3-7/8" 4-1/8" — 3,4 (100 mm) 1" (105 mm) 2'' NPT 5" _ (GROOVED) DRAIN (127 mm) 11-7/8"f (300 mm) _ FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Manifold Notes: Step 1. Install the manifold body with Where applicable pipe thread sealant the flow arrow pointing in the down Installation is to be applied sparingly. Use of a stream position using threaded con- non hardening pipe thread sealant is nections and/or listed mechanical TYCO Model RM-1 Riser Manifold recommended. grooved connections, as applicable. must be installed in accordance with Step 2. Connect the drain line and on Never remove any piping component this section. commercial manifolds set the Model nor correct or modify any piping defi- TD-The Model RM-1 Riser Manifold may be ciencies without first depressurizing post Testnand Drain Valventi to the OFF installed either horizontally(flow switch and draining the system. position or i on residential manifolds on top)or vertically(flow going up).The close the drain valve. inlet of the Riser Manifold may be con- Provisions for an alarm test flow on Step 3. Refer to Figure 6 for wiring nected directly to a shut-off control Residential Models must be made. guidance.All wiring must be performed valve. The alarm test flow is to be through in accordance with the authority having an orifice having a flow capacity equal jurisdiction and/or the National Electri- to or smaller than the smallest orifice cal Code. sprinkler in the system. One of two options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an lnspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5 of 8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT 1001184-01 175 psi,1/2"NPT 1001184-01 2 1/2"x Close Nipple 1001023-01 MODEL RM-1 2 1/2"x Close Nipple,Qty 2...1001023-01 3 Flexible Hose: COMMERCIAL 3 Flexible Hose,1/2"x 16"....1001266-03 1-1/2-3 Inch(DN40-DN80) RISER MANIFOLD 4 Figure 815 Threaded Size Manifolds, 2 Reducing Tee, 1/2"x 24" 1001266-02 1 1"x 1"x 1/2"NPT 1001259-07 4-6 Inch(DN100-DN150) I 5 1"x Close Nipple 1001025-01 Size Manifolds, Or Am 1/2"x 30" 1001266-01 4 Figure 323 Reducing Tee, iv �`,. MODEL RM-1 Grooved x NPT Threaded: [,/�. �„ RESIDENTIAL 1-1/2-3 Inch(DN40-DN80) l.' ' 'Y� �`��i RISER MANIFOLD Size Manifolds, .,,��1-1/4"x 1-1/4"x 1/2" 3231305GSi��,,'�� 2 1 4-6 Inch(DN100-DN150) � �i Size Manifolds, _ IE (0....v 2"x 2"x 1/2" 3232005GS 0 5 Figure 577 Rigid Groovedp g:1-1/2-3 Inch(DN40-DN80) 54 `!Size Manifolds,1-1/4" 57713AGCP 4-6 Inch(DN100-DN150) 3 Size Manifolds, 2 �I , A rip 2" 57720AGCP 5 4 FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressure manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressure relief trim components Relief Trim in this procedure. described in this procedure. Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2) in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. For assembly in Riser Manifolds and drain valve as applicable and install Step 4. Install Figure 815 Reducing installed and in service, verify the fire Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- protection system is de pressurized on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- and drained. Close the system supply ure 577 Grooved Coupling (5), align- sure relief valve outlet port.Reconnect control valve,set commercial manifold ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- test and drain valve to DRAIN or open with pressure relief valve outlet port. let as necessary. residential drain valve to relieve resid Reconnect drain piping to Figure 323 ual pressure and drain system. Make tee drain outlet as necessary. Step 5. Install 1/2 inch x Close Nip- certain that drainage water will not pies (2) in pressure relief valve outlet cause any damage or injury. Note: Refer to Technical Data Sheet port and in Figure 815 reducing tee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. for other requirements when closing a installation and assembly instructions. Step 6. Install Flexible Hose (3) by fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 inch x placing system in service. threading female ends onto 1/2 inch close nipples installed on relief valve Apply thread sealant or TEFLON tape x close nipple installed on relief valve outlet port and Figure 815 reducing tee on all threaded connections, with the outlet port and onto Figure 323 reduc- branch outlet. exception of internally sealed flexible ing tee branch outlet. Note:Assure Flexible Hose is not sus- hose connections. Note:Assure Flexible Hose is not sus- ceptible to being caught or snagged by ceptible to being caught or snagged by other moving equipment. other moving equipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not \ SEPARATE permitted to be looped around CONDUCTORS CLAMPING the terminal and serve as two PLATE \ separate connections.The TERMINAL wire must be severed to serve ./.., INCOMING as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLENISUAL ADDRESSABLE ANNUNCIATOR MODULE NEUTRAL WHITE WHITE BLACK ~wl ®. cc w I� O m BLACK F-O O (LINE/HOT) H C w0 Z O coZ �Qa 0 0 OOP CONTACT RATINGS: 0 0 Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC r NO NC COM COM NC NO ' C) �� W �� ® NOTE: �)�'"`<JF I�r"`<Jl When connecting to a —� UL Listed control panel, — use panel resistor rating \ f for circuit supervision NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. FIGURE 6 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLD WIRING GUIDANCE TFP963 Page 7 of 8 DRAIN i rz mw I.FF I ( aim oo O CAMIMCO' o 447 o iii:10.I �1 OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED AON DETENT ON DETENT ON DETENT r I rI� ll� � � MODEL TD-1 ,lici", �� ( :—:�-J TEST AND I[-] `` '' DRAIN M` �m VALVE li- O� oOM 111r6711 im MM. a I■EOO o I■ 1 4 9 114 kid ikiii Ix_ Cam_ SIGHT FLOW CM3) 11M}:), (11M---3)1 -1-rvi lit • UDRAINU U SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD TD-1 TEST AND DRAIN VALVE OPERATION Care and standards of any authority having juris- of the NFPA,and any impairment must diction. Contact the installing contrac- be immediately corrected: Maintenance tor or product manufacturer with any Alarm/Flow Test Procedure questions. Step 1.Place the Model TD-1 Test and TYCO Riser Manifolds RM-1 must be It is recommended that automatic Drain Valve in the TEST position (Ref. serviced and maintained in accordance sprinkler systems be inspected,tested, Figure 7). On residential assemblies with this section. and maintained by a qualified Inspec- without a test orifice,temporarily install Before closing a fire protection system tion Service in accordance with local a test orifice in the drain outlet and fully control valve for inspection or main- requirements and/or national codes. open the Drain Valve. Make certain tenance work on the fire protection Note: No attempt is to be made to that drainage water will not cause any system that it controls, permission to repair any Riser Manifold component damage or injury. shut down the effected fire protection in the field. Only the pressure gauge, Step 2.Verify operation of associated system must first be obtained from waterflow alarm switch, or relief valve alarms. the proper authorities and all person- can be replaced.If any other problems Step 3. Verify that the residual (i.e., nel who may be affected by this action are encountered the entire riser mani- flowing)pressure indicated by the pres must be notified. fold must be replaced. sure gauge is no less that originally After placing a fire protection system The alarm/flow test procedure will recorded for the system when it was in service, notify the proper authorities result in operation of the associated first installed. and advise those responsible for moni- alarms. Consequently, notification Step 4. Close the Drain Valve on the toring proprietary and/or central station must be given to the owner and the fire Residential models and the Test and alarms. department, central station, or other Drain valve on commercial models. The owner is responsible for the signal station to which the alarms are inspection,testing,and maintenance of connected, and notification must be Step 5. Verify that the static (i.e., not their fire protection system and devices given to the building occupants. flowing)pressure indicated by the pres- in compliance with this document, as The following inspection procedure sure gauge is no less that originally well as with the applicable standards must be performed as indicated, in recorded for the system when it was of the National Fire Protection Associa- addition to any specific requirements first installed. tion (e.g., NFPA 25), in addition to the TFP963 Page 8 of 8 Limited OrderingOptional 175 psi Pressure Relief Kit Specify: Pressure Relief Kit, Model Warrant Procedure RM-1 Riser esi Mential (specifyCommer y cial or Residential application),(specify For warranty terms and conditions,visit Contact your local distributor for avail- size range), P/N (specify): www.tyco-fire.com. ability. When placing an order, indi- Commercial cate the full product name, including 1-1/2-3 Inch(DN40—DN80) 40721 description and part number(P/N). 4-6 Inch(DN100—DN150) 40731 Riser Manifolds Residential Specify:Size(specify)Connection Type 1-2 Inch(DN25—DN50) 40711 (specify inlet x outlet)Model RM-1 Riser Replacement Parts Manifold, P/N (specify): Specify: Model RM-1 Riser Manifold Commercial (specify part description), P/N (specify 1-1/2 Inch(DN40)MT x FT 40551 from Figures 1,2,3,4 or 5) 2 Inch(DN50)G x G 40601 2-1/2 Inch(DN65)G x G 40611 3 Inch(DN80)G x G 40621 4 Inch(DN100)G x G 40651 6 Inch(DN150)G x G 40661 Residential 1 Inch(DN25)FT x FT 40671 1-1/2 Inch(DN40)MT x FT 40571 2 Inch(DN50)G x G 40591 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 j Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. tqco TEFLON is a registered trademark of DuPont Fire Protection Products _ - c l)L uS FM VdS LPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717—cULus,FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus,FM,VdS, LPCB The FireLock Series 717 Check Valve and Series 717H High Pressure Check Valves are CAD ft - designed for hydrodynamic efficiency and available in 2"/50mm—3"/80mm(Series 717H)and "3 21/2"/65mm—12'1300mm(Series 717)sizes. Series 717H valves are cULus Listed and FM Approved for service up to 365 psi/2517 kPa.See chart below for approved services for the Series 717 valves. In both valve designs,the single-disc mechanism incorporates a spring-assisted feature for non- Series 717 slamming operation.This spring-assisted,single-disc design achieves a leak-free seal with as (2 z—3"/65—80mm) little as 5ft/1.5m of head.Series 717 and 717H FireLock Check Valves can be installed either vertically(flow upwards only)or horizontally.A cast flow arrow indicator is provided to assist with proper valve orientation.Both valves include upstream and downstream pressure taps.Each valve is factory-tested to the rated working pressure.For systems requiring a Riser Check option, refer to publication 10.09. , Grooved ends allow fast,easy installation with just two Victaulic couplings or the valve may be mounted to flanged(ANSI CL.150)equipment using either to Victaulic Style 741 Vic-Flange®or Style 744 FireLock flange adapters on either end. Series 717 (4—127100—300 mml Approval/Listing Service Pressures 5 Series 717H r�t Size cULus FM LPCB Vds 2"/50mm up to 365 psi/2517kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa -- 2'h"/65mm up to365ps✓251/kPa upto365psi/J51/kPa upto365psi/2,1/kPa uipto365psi%2517kPa 761 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa Series 717H High Pressure Check Valve 3"/80mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365pv/2517kPa (2-3"/50-80mm) 4"/100mm n/a n/a rasa n/a 5"/125mm n/a n/a n/a n/a 139.7mm n/a n/a n/a n/a 6"/1SOmm n/a n/a n/a n/a 165.1 mm n/a n/a n/a rVa 8„/200mm n/a n/a n/a a 107250mm __-n/a__. na ....... . . n/a _..ria 12"/300mm n/a ' n/a n/a.. ._ Approval/Listing Service Pressures Series 717 Size ...T,.a9 rrg rt' p,.:' == i0 2750 m m n/a n/a n/a n/a 21/2/65mm upto250ps' i/1725 kPa n/a up to 365 psi/2517 kPa n/a /61mm up to 250 psV1725 kPa n/a upto365psi/2,1/kPa up to16bar/232psi 3/80mm up to 250 psV172S kPa n/a up to 365 ps12517kPa up to 16bar/232psi 4"/100mm apto365psV2517kPa up to 365 psi/2517 kPa upto365psi/2517kPa up tol6bar/232psf__ 5"/125mm up to 365psi2517kPa up to 365 psi/2517kPa up to 365p5/2517kPa i n/a 139.7mm up to365ps✓2517kPa upto365psi/2517kPa upto365psi/2517kPa up tol6bar/232psi 6"/150 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa upto365psi/2517 kPa f up to 16bar/232 psi 165.1 mm up to 365 psi2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa n/a 8"/200mm up to 365 psi2517kPa upto365psi/2517 kPa up to 348 psi/2400kPa up to 16bar/232psi 10"/250mm up to 250 psi/1725 kPa up to 250 psi/1725 kPa up to 1725 kPa/250 psi n/a 127300 mm y up to 250 psi/1725 kPa r up to 250 psi/1/25 kPa up to 1/25 kPa/250 psi n/a JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date WWW.VICTAULIC.COM VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. liCtaUlid REV_P 10.08_1 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 FireLock® Check ',i,laives SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB DIMENSIONS-Series 717 Approx. 14-A__,i B Size Dimensions-Inches/millimeters Wgt.Ea. Actual jLiJ1J m' liii 4. Outside :- . •iilig gaillIS iiiiiiM Siiithiiim t TYPICAL 2'h-3"/65-80MM 2'7/x I 2.875 •0-.8 4.26 3.57 _ _ _ _ 3.6 65 73.0 ' 99 • 108 91 1.6 76.1 mm 3.000 3.88 4.26 - 3.57 _ _ 3.6 A 76.1 99 108 91 1 1.6 R I- 0 3 3.500 4.25 5.06 4.17 _ _ _ 4.5 CO4 V� 4 80 88.9 108 129 106 2.0 i*11 i 114.3 388 2.75 3.50 2.00D A100 114.3 89 51 5 5.563 10.50 6.80 4.50 _ 4.17 - 2.15 5.88 4.08 3.98 270 K�I © I 125 141.3 267 173 114 106 55 149 104 101 12.3 4-8-> -►j J k-- 0 I 5.500 10.50 6.80 , 4,50 _ 4.17 2.15 5.88 4.08 3.98 270 139.7mm i 139.7 267 173 114 106 - 55 149 104 101 12.3 0 1"NPT Upstream Drain i 0 Yz"NPT Downstream Drain 6 6.625 11.50 8.00 ! 5.00 _ 1 4.50 2.38 1 6.67 4.73 : 3.89 38.0 0 2"NPT(Drain Optional) 150 j 168.3 292 203 1 127 114 61 169 120 99 17.2 TYPICAL 4-8'/100-200MM 165.1 mm 6.500 11.50 8.00 1 5.00 _ ! 4.50 2.38 6.67 4.73 ; 3.89 38.0 1651 292 203 ' 127 ' 114 ' 61 1 169 120 , 99 17.2 8 8.625 14.00 9.88 : 6.06 5.05 5.65 ' 2.15 ' 8.85 5.65 1 5.75 64.0 K A si 200 219,1 356 251 154 128 144 55 225 144 1 146 29.0 ■ 110 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 : _ 100.0 III 11 II 250 273.0 432 305 180 151 170 55 277 171 ; 45.4 4.1.1.14g II� II p 300 i 323 9 19.502.750 495 1 3560 : 205 6176 ' 194 64 19251 7.73 196 . 140.0 63..5 k-K-> ©j 10 <-B -►:J u-- 01 h"NPT Upstream Drain 01"NPT Downstream Drain TYPICAL 10-121250-300 MM DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.Ea. 1. �w� ''W.Ii r�'r -*;AIJM 2 . .. ..! IL4W MR �I�tl �� y �1 2 866 6.46 323 1.48 3.02 280 425 107 II', IiI' r{``J/y 60.3 219.8 164.1 82.1 37.5 76.7 71.0 - 108.0 4.9 "`J 27z 9.37 6.94 3.31 1.66 3.40 3.38 4.38 13.8 o 73 . 238.0 176.3 84.1 42.2 86.4 85.9 111.3 6.3 R J 76.1 mm 9.37 i. 6.94 3.31 1.66 3.40 3.38 _ _ 438 13.8 238.0 176.3 84.1 42.2 86.4 85.9 111 3 r 6 3 TYPICAL 2"/60.3 mm-3"/88.9 mm --- -_. _.. _ _ _....-.-- {MI �._._._,...._ 9.62 7.44 3.53 1.91 • 3.65 1 3.38 _ _ 4.63 20.0 244.3 i 189.0 89.7 48.5 92.7 1 85.9 117.6 9.1 • www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 1�.'taulIC 10.08 2 REV....P • IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 Check alves SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB MATERIAL SPECIFICATIONS Body:Ductile Iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. Body Coating:Series 717H Body: Black Paint Series 717H Endface:Electroless Nickel Series 717(21—3"): PPS Coating Series 717(4—12"):Black Paint Body Seat:Series 717H—Nitrile 0-ring installed into an electroless nickel plated endface Series 717(21—3"): PPS Coated ductile iron Series 717(4—12"):Welded Nickel Disc Seal or Coating: • Grade"T'Nitrile(Series 717H ONLY) Nitrile(Orange color code).Temperature range—20°F to+180°F/-29°C to+82°C.Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range;except hot,dry air over+140°F/+60°C and water over+150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. • Grade"E"EPDM(Series 717 ONLY) EPDM(green color code).Temperature range-30°F to+230°F/-34°C to+110°C.Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and'.many chemical services.NOT RECOMMENDED FOR PETROLUEM SERVICES. Services listed are,General Service Recommendations only.It should be noted that there are services for which these gaskets are not recommended.Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: • Series 717H(2—3750—80mm):CF8M Cast Stainless Steel • Series 717(21/2—3"):Aluminum bronze with elastomer seal • Series 717(4—121100—300mm)Elastomer-coated ductile iron Shaft: • Series 717H(2—3750-80 mm): Brass • Series 717(2' —3"):Type 416 Stainless Steel • Series 717(4—121100—300mm)Type 316 Stainless Steel Spring:All sizes Type 302/403 Stainless Steel Shaft Plug: • Series 717H(2—3750—80mm):Type 416 Stainless Steel • Series 717(21/2—12"/65—300mm):Carbon steel zinc plated Pipe Plug: • Series 717H(2—3750—80mm):carbon steel zinc plated • Series 717(4—121100—300mm):Carbon steel zinc plated www.victaulic.com L VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC a�49PANY.ALL RIGHTS RESERVED. jctaulic° REVP 10.OS.....3 Jlo IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 it SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. 5717H/717HR 10 vi O �O�F F $OAF 1 "1 tiCC V N N CC CC 0.1 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 1oo.00 ..-_-__------ --- 10.00 yo $o 4 14 ec ti ti 3 N W OC 1.00 100 1000 10000 FLOW RATE(Litres/Min) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. liCtaUila 1O.O$_4 REV P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 , r rre- Ayes SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. 5717/717R 10 Pe, oer cer 9-Y -1 w VI w CC 0.1 10 100 1000 10000 100000 FLOW RATE-G.P.M. 5717/717R 100 00 Li) 0 10.00 v, w 1.00 10.00 100 1000 10000 100000 FLOW RATE(Litres/Min) • www.victaulic.com N./ ictaulid VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV P 10.08 5 PS CARI3QN.STEEL FIRE PROTECTION VALVES_ �„ur U ? "� ,. ,,€ 4 ;aw u r� '> _�r ..�� r=�'��`��L��.�„� eel, Valves .� SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB I INSTALLATION Series 717 and Series 717H Check Valves can be installed either vertically(flow up only)or horizontally (with hinge on top)-making sure the flow arrow matches the flow direction through the pipeline. Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing.Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. • NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance With current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. it 1 1 For complete contact information,visit www.victaulic.com 10.08 1479 REV P UPDATED 6/2011 ictaulicc VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.08 4 7r� Fire Department :', 3 ' y t , i ` `_ ' ,y Connection, j .1? Straight Pattern max: . Description The Straight Pattern Fire Department Connection is Underwrit- Specifications ers' Laboratories listed and Factory Mutual Approved. Manufac- tured from solid brass* components to increase service life. The Size: single clapper design features brass clapper and brass seats 4" IPS Outlet within a cast brass* body. The 2 1/2" swivels are pin lug design (2) 2 1/2" Swivel Inlets for ease of use and compatibility with local fire service districts. Type. Straight Pattern Swivel gaskets are included. Breakable caps or plugs should be Material: installed to protect swivels and prevent debris from being acci- Brass" dently introduced into the water way. Swivels: NST 3.0686 x 7.5T Installation CF 2.9900 x 7.5T BCT 3.0000 x 8 TP Installation of the Fire full turn past hand tight. Make NYFD 3.0300 x 8 TP Department Connection is sure FDC is aligned accord- QST 3.0310 x 7 TP achieved with readily avail- ing to requirements. CIN-new 3.0580 x 6 TP able jobsite tools. Prior to PHX 3.0620 x 6 TP installation make sure the DO NOT OVER TIGHTEN. TEM 3.0750 x 6 TP identification sign has CLV 3.0780 x 8 TP proper 9 OVERTIGHTENING MAY CIN-old 3.0930 x 6 TP been installed on the nipple. CAUSE SEVERE STRETCH- ONT 3.1250 x 5 TP Coat male threads of 4" IPS ING AND POSSIBLE DET 3.1250 x 7.5T nipple liberally with a suitable CRACKING OF THE OF NovaSco 3.2300 x 5 TP pipe thread sealant such as THE FDC BODY. Dayton 3.2340 x 6 TP Pipefit®. Tighten FDC one Richmon 3.3120 x 8 TP Raleigh 3.3400 x 6 TP Approvals: UL Listed 300psi *Contains lead. Not for use in water sys- FM Approved 300psi tems intended for human consumption. Fire Protection Products, Inc F P P ' 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©1995-2010 Fire Protection Products,Inc(FPPI) „>,>„„„,,,„.,,,,,,,,„,, For questions: 1 800 344-1822•1 800 344-3775 fax•www.fppi.com rev071410