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Specifications F/0520/8'-do/2/4 RECEIVED 767o rid /�u�r21x�no lilt. AND E ,RAN CERTIFICATION DEC 17 2019 L- 4. CITY OF TIGARDD , ' -'ill,i;ikp i , _ b 1 _ � 1 HYDRAULIC CALCULATION SUBMITTALS THE FIELDS APARTMENTS BUILDING 2 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 1 it WE SUPPORT AND ENODURAGE NICE'1?CFRTlFICAiON ceRnFiea TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CALCULATION DESIGN AREA I 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 W YAT 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 FLOW HYDRANT SW 77th PI. & 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: Job#: 2018 TF 002 THE FIELDS - BUILDING 2 Date: Aug-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 86 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 Val CV= Check Valve Line 4 2 IPipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 136.8 eqv ft added for BFP Loss 7.9 PSI @ 86 GPM Friction Loss in 1 1/4 Pipe 0.41 32 13.14 line 1 Friction Loss in 2 Pipe 0.07 5 0.36 line 2 Friction Loss in 2 Pipe 0.06 0 0.00 line 3 Friction Loss in 2 Pipe 0.06 137 7.90 line 4 Total Loss 21.39 Total Pressure Required @ Base of Riser 4 + 21 = 25 PSI Pressure Available at 86 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 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:10/2/2019 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) 185.3 Required Pressure at Source(psi) 76.4 Type of System Wet Volume-Entire System (gal) 109.6 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 2 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, (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 104 185.3 76.4 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) 85.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 85.3 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 76.4 SRC -Flow(gpm) 85.3 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019. Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 1 Supply • Supply;Safety Pressure System Demand f Add.Out.Hose 0 Available At Source 150 140 130— 104 psi @ 185.3 gpm p . .1' - . 1 .- S2 1. 100 ---�- 99 515 II D2 6 D3 r N 70 d 6� a 50 40 30 a D1 10 0 0 70800000010101 0130 t400500160017001800190020002100 2200 2300 2404) Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 2 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 85.3 76.4 D3 System Demand+Add.Out.Hose 185.3 76.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 103.9 27.6 185.3 Supply;Safety Pressure 94 97.5 17.6 185.3 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) 101 Overhead 200 4.9 0.1 20 16.7 0.124 24.7 25.4 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.103 20.6 17.6 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 16.7 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 2 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: 1 104 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.72 150 16.7 0002 36.46 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.72 1.4 0002 36.46 5.4 1 10x(BM.Tee-Run)=10 91.08 150 14.4 0017 36.46 25.5 1.101 lx(BM.Tee-Br)=5 35 0.106 0 4x(BM.90)=20 126.08 13.4 0017 36.46 11.8 1 2x(BM.Tee-Run)=2 9.5 150 27.7 0020 36.46 37.3 1.101 2 0.2146 0 11.5 2.5 0020 36.46 -7.6 1 2x(BM.Tee-Run)=2 6.46 150 30.2 0022 36.46 29.7 1.101 2 0.1407 0 8.46 1.2 0022 36.46 4.6 1 3x(BM.Tee-Run)=3 7.13 150 31.4 0028 36.46 34.3 1.101 3 0.1839 0 10.13 1.9 0028 36.46 6.1 1 2x(BM.Tee-Run)=2 7.95 150 33.2 0031 36.46 40.4 1.101 2 0.2491 0 9.95 2.5 0031 36.46 -19.3 1 9x(BM.Tee-Run)=9 97.42 150 35.7 0063 36.46 21.1 1.101 4x(BM.90)=20 34 0.0751 0 lx(BM.Tee-Br)=5 131.42 9.9 0063 36.46 27.9 1 lx(BM.Tee-Br)=5 5.23 150 45.6 0042 36.46 49 1.101 5 0.3562 0 10.23 3.6 0042 36.46 36.3 1.25 lx(BM.Coupl)=1 7.91 150 49.2 0290 36.46 85.3 1.394 1 0.3154 0 8.91 2.8 0290 36.46 0 2 lx(us.90)=6.48 0.33 150 52 TR4 36.46 85.3 2.003 6.48 0.054 0 6.81 0.4 TR4 36.46 0 2 lx(coupling)=1.23 1.66 120 52.4 FS4-0 34.75 85.3 2.157 1.23 0.0569 0.7 2.89 0.2 FS4-O 34.75 0 2 1 0 53.3 Flow Switch FS4-I 34.66 85.3 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 56.3 CV4-O 33.04 85.3 2.157 1.23 0.0569 0.7 2.56 0.1 CV4-O 33.04 0 2 0.67 0 57.2 VIC 717 CV CV4-I 32.38 85.3 0 0 0.4374 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 57.8 VIC 705 B-FLY BF4-I 32.04 85.3 0 0 1.1884 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 58.3 BRR 30.79 85.3 2.157 1x(us.90)=6.15 30.77 0.0569 0.5 33.18 1.9 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 2 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: 1 BRR 30.79 0 4 lx(coupling)=1.32 28.78 120 60.7 CV-0 2.67 85.3 4.26 5x(us.Tee-Br)=131.67 146.15 0.0021 12.2 lx(us.90)=13.17 174.93 0.4 CV-0 2.67 0 4 0.83 0 73.3 CV-1F Check CV-I 1.83 85.3 0 0 0.2416 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 73.9 BFV-N BF-I 1.5 85.3 0 0 0.0825 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 74 FF 1 85.3 4.26 13.17 0.0021 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 74.3 0949 -3.75 85.3 4.3 3.67 0.0015 2.1 8.42 0.0 0949 -3.75 0 4 lx(coupling)=1.9 31.84 150 76.3 0950-0 -3.75 85.3 4.22 1.9 0.0014 0 33.74 0.0 0950-0 -3.75 0 4 0.75 0 76.4 Gate A2360 0950-I -3.75 85.3 0 0 0.0023 0 *** 0.75 0 0950-I -3.75 0 4 1.41 150 76.4 SRC -3.75 85.3 4.22 0 0.0014 0 1.41 0 SRC 76.4 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 2 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: 2 103 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.06 150 16.7 0002 36.46 20 1.101 lx(BM.90)=5 10 0.0681 -3.8 20.06 1.4 0002 36.46 -5.4 1 1x(BM.Tee-Run)=1 11.12 150 14.4 0219 36.46 14.6 1.101 1 0.0379 0 12.12 0.5 0219 36.46 20.6 1 6x(BM.Tee-Run)=6 46.95 150 14.8 0211 36.46 35.2 1.101 1x(BM.Tee-Br)=5 11 0.1927 0 57.95 11.2 0211 36.46 12.9 1 2x(BM.Tee-Run)=2 9.5 150 26 0199 36.46 48.1 1.101 2 0.3437 0 11.5 4 0199 36.46 -6.8 1 lx(BM.Tee-Run)=1 6.46 150 29.9 0200 36.46 41.2 1.101 1 0.2587 0 7.46 1.9 0200 36.46 -6 1 2x(BM.Tee-Run)=2 7.58 150 31.9 0128 36.46 35.2 1.101 2 0.1934 0 9.58 1.9 0128 36.46 9.7 1 2x(BM.Tee-Run)=2 9.54 150 33.7 0112 36.46 44.9 1.101 2 0.3035 0 11.54 3.5 0112 36.46 -22 1 6x(BM.Tee-Run)=6 34.77 150 37.2 0090 36.46 22.9 1.101 2x(BM.Tee-Br)=10 36 0.0872 0 4x(BM.90)=20 70.77 6.2 0090 36.46 -8.6 1 lx(BM.Tee-Br)=5 4.96 150 43.4 0091 36.46 14.3 1.101 5 0.0365 0 9.96 0.4 0091 36.46 22 1 lx(BM.Tee-Run)=1 20.74 150 43.7 0042 36.46 36.3 1.101 lx(BM.Tee-Br)=5 6 0.2048 0 26.74 5.5 0042 49.2 Path No: 3 102 27.79 4.9 20.6 1 1x(BM.Tee-Br)=5 8.67 150 17.6 0219 36.46 20.6 1.101 5 0.0713 -3.8 13.67 1 0219 14.8 Path No: 4 101 27.79 4.9 24.7 1 lx(BM.Tee-Br)=5 14.14 150 25.4 0230 36.46 24.7 1.101 lx(BM.90)=5 10 0.1002 -3.8 24.14 2.4 0230 36.46 -11.8 1 5x(BM.Tee-Run)=5 52.89 150 24.1 0211 36.46 12.9 1.101 lx(BM.Tee-Br)=5 10 0.0301 0 62.89 1.9 0211 26 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 2 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: 5 0020 36.46 0 1 7x(BM.Tee-Run)=7 45.64 150 30.2 0152 36.46 7.6 1.101 3x(BM.Tee-Br)=15 42 0.0113 0 4x(BM.90)=20 87.64 1 0152 36.46 -3 1 2x(BM.Tee-Run)=2 37.18 150 31.2 0022 36.46 4.6 1.101 1x(BM.Tee-Br)=5 7 0.0045 0 44.18 0.2 0022 31.4 Path No: 6 0031 36.46 0 1 10x(BM.Tee-Run)=10 90.41 150 35.7 0065 36.46 19.3 1.101 2x(BM.Tee-Br)=10 40 0.0632 0 4x(BM.90)=20 130.41 8.2 0065 36.46 8.6 1 lx(BM.Tee-Run)=1 7.01 150 44 0063 36.46 27.9 1.101 lx(BM.Tee-Br)=5 6 0.1252 0 13.01 1.6 0063 45.6 Path No: 7 0199 36.46 0 1 2x(BM.Tee-Br)=10 93.21 150 29.9 0150 36.46 6.8 1.101 12x(BM.Tee-Run)=12 47 0.0093 0 5x(BM.90)=25 140.21 1.3 0150 36.46 3 1 3x(BM.Tee-Run)=3 27.32 150 31.2 0143 36.46 9.8 1.101 4x(BM.90)=20 23 0.0181 0 50.32 0.9 0143 36.46 -3.7 1 14x(BM.Tee-Run)=14 96.2 150 32.1 0028 36.46 6.1 1.101 2x(BM.Tee-Br)=10 49 0.0075 0 5x(BM.90)=25 145.2 1.1 0028 33.2 Path No: 8 0200 36.46 0 1 2x(BM.Tee-Run)=2 38.27 150 31.9 0141 36.46 6 1.101 2x(BM.Tee-Br)=10 12 0.0073 0 50.27 0.4 0141 36.46 3.7 1 6x(BM.Tee-Run)=6 47.85 150 32.2 0128 36.46 9.7 1.101 2x(BM.Tee-Br)=10 36 0.0178 0 4x(BM.90)=20 83.85 1.5 0128 33.7 Path No: 9 0112 36.46 0 1 2x(BM.Tee-Br)=10 41.68 150 37.2 0091 36.46 22 1.101 4x(BM.Tee-Run)=4 39 0.081 0 5x(BM.90)=25 80.68 6.5 0091 43.7 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:THE FIELDS BUILDING 2 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: 10 0090 36.46 0 1 2x(BM.Tee-Run)=2 28.02 150 43.4 0065 36.46 8.6 1.101 lx(BM.Tee-Br)=5 12 0.0142 0 lx(BM.90)=5 40.02 0.6 0065 44 Path No: 11 0230 36.46 0 1 9x(BM.Tee-Run)=9 108.13 150 24.1 0017 36.46 11.8 1.101 lx(BM.Tee-Br)=5 34 0.0255 0 4x(BM.90)=20 142.13 3.6 0017 27.7 Path No: 12 0152 36.46 0 1 2x(BM.Tee-Run)=2 25.9 150 31.2 0150 36.46 3 1.101 2 0.002 0 27.9 0,1 0150 31.2 Path No: 13 0143 36.46 0 1 lx(BM.Tee-Run)=1 20.47 150 32.1 0141 36.46 3.7 1.101 1x(BM.Tee-Br)=5 6 0.003 0 26.47 0.1 0141 32.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.94 ft/s occurs in the following pipe(s): (0290-0042) *** 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 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC 4 , , ; 1 04psi @185.3 gpm(85.3gpm+100gpmadd.out.hose) ----1-� 105= ..._.-. loo�`_1 �. h_ 95 _.._ 90 --- --- °r7-- ss �� a . _. t 80 m 75:-- —1- ......fi... n. �.... m __ �.��,�..� .�m. 11 o_ 70 ®� - 65: -.+.m , .m I 60 0 55 -� m � �t _ _ 35: 1 �. 25: r. . 20... -m 15: 10: 57 0—II .,; , , ; , , 0 0 c 0 0 0 0 O n n a O o ,-i N hl Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1866 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 16.061: 15.061_ 14.061` 13.061= 12.061' 1.061. --- ---- ---_ __ - ..-- -.....,__ ..._._._ ...� . .__�_.. ..-.w .. .._.._ cn Q. I0.061 .�. �.,... __ ,. . . mw_. .a...-. ._._ .�.em. __,..Iw..� . _....�.�...,.....__..,�..,s P._„.. _..,..� .. ...�. .. _.... 9.061 _ i cn 8.061` d 7.061- 6.061" ....._._. ......,..._.. .._ 5.061- 4.061• ..._..... , 3.061- _ .... 2.061':, 0.4 psi @ 85.3 gpm 1.061 0.061 • 0 = O O 0 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 1867 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O i 3 a € i 0 , N i „ i d 2.6 _ 3 I I.6_ -t_ �wm...._,"r�. ---_ .-..._ _ _... I 0.3 psi @85.3 gpm * 0.6 c i;, c c c o C. c c C n r, a Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1868 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3psi@85.3 gpm' co G. - 7 0) Cl, d _ I' a ,, 0.8 . i a c o o o 0 o p Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 1872 (BFV-N, Size =[4); Inlet Node: BF-I; Outlet Node: CV-I I 4.428- -4--- ........._ 3.928 _._..._. ; 3.428 _ �m. x— .',- u) 9 r.®.e m®,...-1--.,......... .m m.....»,...._......_-gym. !Z J 8; i fi f w 2.428 �� ._. _ A w �� ... ��„ t �.. a) 2 aw_..._ 1.428 �a.. m t i 0.928 �.. ,._ O.428 - x (i c .� _ O x of , o _ Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1873 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 45-- 35 Q N L N d 2 5_ a 3 0.2 psi @f„,_ 85.3gpm ' os- _ • M , . , , , , , , O O ,O O ,, , n ^ Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 1874 (Gate A2360, Size = 4); Inlet Node: 0950-I; Outlet Node: 0950-0 Q0.743- .... ...... __.. _.. ....._... �..�...... .. .._. i 7 t I U) 0) d I a 1 1 0.243 o b 0 o c 7 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 13 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730,SW HUNZIKER RD Date:10/2/2019 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) 511 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) 180.7 Required Pressure at Source(psi) 59.4 Type of System Wet Volume-Entire System (gal) 109.3 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:THE FIELDS BUILDING 2 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 Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 180.7 59.4 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) 80.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 80.7 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 59.4 SRC -Flow(gpm) 80.7 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 2 U Supply Supply;Safety Pressure D System Demand f Add.Out.Hose 0 Available At Source 150 a 140 1 J' 130r 1 104 psi @180.7 gpm : S2 100 -' ,_',-_ 99 515 ' th 1 80 D2r I 1 __ d 6L D3 50 40 30 1 D1 1 , 10 0- 0 70&0000001010020030040050016001700180019002000 2100 2200 2300 24010 Flow, gpm ' 1 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 2 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 80.7 59.4 D3 System Demand+Add.Out.Hose 180.7 59.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 116.5 44.6 180.7 Supply;Safety Pressure 94 109.4 34.6 180.7 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) 201 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.4 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 0.1 20 16.7 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.101 20.2 17 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:THE FIELDS BUILDING 2 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: 1 203 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0149 36.46 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0149 36.46 -1.8 1 lx(BM.Tee-Run)=1 0.33 150 14.3 0150 36.46 18.3 1.101 1 0.0572 0 1.33 0.1 0150 36.46 -7.3 1 12x(BM.Tee-Run)=12 93.21 150 14.3 0199 36.46 11 1.101 2x(BM.Tee-Br)=10 47 0.0222 0 5x(BM.90)=25 140.21 3.1 0199 36.46 1.7 1 lx(BM.Tee-Run)=1 6.46 150 17.4 0200 36.46 12.7 1.101 1 0.029 0 7.46 0.2 0200 36.46 15.7 1 2x(BM.Tee-Run)=2 7.58 150 17.7 0128 36.46 28.4 1.101 2 0.1297 0 9.58 1.2 0128 36.46 14.2 1 2x(BM.Tee-Run)=2 9.54 150 18.9 0112 36.46 42.6 1.101 2 0.2753 0 11.54 3.2 0112 36.46 -20.9 1 6x(BM.Tee-Run)=6 34.77 150 22.1 0090 36.46 21.7 1.101 2x(BM.Tee-Br)=10 36 0.0791 0 4x(BM.90)=20 70.77 5.6 0090 36.46 -8.2 1 lx(BM.Tee-Br)=5 4.96 150 27.7 0091 36.46 13.5 1.101 5 0.0328 0 9.96 0.3 0091 36.46 20.9 1 lx(BM.Tee-Run)=1 20.74 150 28 0042 36.46 34.4 1.101 lx(BM.Tee-Br)=5 6 0.185 0 26.74 4.9 0042 36.46 46.3 1.25 1x(BM.Coupl)=1 7.91 150 33 0290 36.46 80.7 1.394 1 0.2842 0 8.91 2.5 0290 36.46 0 2 lx(us.90)=6.48 0.33 150 35.5 TR4 36.46 80.7 2.003 6.48 0.0486 0 6.81 0.3 TR4 36.46 0 2 lx(coupling)=1.23 1.66 120 35.8 F54-0 34.75 80.7 2.157 1.23 0.0513 0.7 2.89 0.1 FS4-O 34.75 0 2 1 0 36.7 Flow Switch FS4-I 34.66 80.7 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 39.7 CV4-0 33.04 80.7 2.157 1.23 0.0513 0.7 2.56 0.1 CV4-O 33.04 0 2 0.67 0 40.6 VIC 717 CV CV4-I 32.38 80.7 0 0 0.4258 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 41.2 VIC 705 B-FLY BF4-I 32.04 80.7 0 0 1.0673 0.1 *** 0.33 0.4 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:THE FIELDS BUILDING 2 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/ps11/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 41.7 BRR 30.79 80.7 2.157 1x(us.90)=6.15 30.77 0.0513 0.5 33.18 1.7 BRR 30.79 0 4 lx(coupling)=1.32 28.78 120 43.9 CV-0 2.67 80.7 4.26 3x(us.Tee-Br)=79 93.49 0.0019 12.2 lx(us.90)=13.17 122.26 0.2 CV-0 2.67 0 4 0.83 0 56.3 CV-1F Check CV-I 1.83 80.7 0 0 0.2284 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 56.9 BFV-N BF-I 1.5 80.7 0 0 0.0764 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 57 FF 1 80.7 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 57.3 0949 -3.75 80.7 4.3 3.67 0.0013 2.1 8.42 0.0 0949 -3.75 0 4 lx(coupling)=1.9 31.84 150 59.3 0950-0 -3.75 80.7 4.22 1.9 0.0013 0 33.74 0.0 0950-0 -3.75 0 4 0.75 0 59.4 Gate A2360 0950-I -3.75 80.7 0 0 0.0022 0 *** 0.75 0 0950-I -3.75 0 4 1.41 150 59.4 SRC -3.75 80.7 4.22 0 0.0013 0 1.41 0 SRC 59.4 Path No: 2 202 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0144 36.46 20 1.101 lx(BM.90)=5 10 0.068 -3.8 19.33 1.3 0144 36.46 1.8 1 lx(BM.Tee-Run)=1 3.66 150 14.3 0143 36.46 21.8 1.101 1 0.0796 0 4.66 0.4 0143 36.46 -9.6 1 14x(BM.Tee-Run)=14 96.2 150 14.7 0028 36.46 12.2 1.101 2x(BM.Tee-Br)=10 49 0.0273 0 5x(BM.90)=25 145.2 4 0028 36.46 25.8 1 2x(BM.Tee-Run)=2 7.95 150 18.6 0031 36.46 38 1.101 2 0.2228 0 9.95 2.2 0031 36.46 -18.1 1 9x(BM.Tee-Run)=9 97.42 150 20.8 0063 36.46 19.9 1.101 4x(BM.90)=20 34 0.0672 0 1x(BM.Tee-Br)=5 131.42 8.8 0063 36.46 26.4 1 1x(BM.Tee-Br)=5 5.23 150 29.7 0042 36.46 46.3 1.101 5 0.3204 0 10.23 3.3 0042 33 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:THE FIELDS BUILDING 2 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: 3 204 27.79 4.9 20.2 1 lx(BM.Tee-Br)=5 9.33 150 17 0151 36.46 20.2 1.101 lx(BM.90)=5 10 0.0689 -3.8 19.33 1.3 0151 36.46 7.3 1 lx(BM.Tee-Run)=1 6.23 150 14.6 0152 36.46 27.5 1.101 1 0.1221 0 7.23 0.9 0152 36.46 -11 1 2x(BM.Tee-Run)=2 37.18 150 15.4 0022 36.46 16.5 1.101 lx(BM.Tee-Br)=5 7 0.0475 0 44.18 2.1 0022 36.46 9.3 1 3x(BM.Tee-Run)=3 7.13 150 17.5 0028 36.46 25.8 1.101 3 0.1085 0 10.13 1.1 0028 18.6 Path No: 4 201 27.79 4.9 20.4 1 lx(BM.Tee-Br)=5 9.33 150 17.4 0142 36.46 20.4 1.101 lx(BM.90)=5 10 0.0704 -3.8 19.33 1.4 0142 36.46 9.6 1 lx(BM.Tee-Run)=1 4.13 150 15 0141 36.46 30 1.101 1 0.1434 0 5.13 0.7 0141 36.46 -14.2 1 2x(BM.Tee-Run)=2 38.27 150 15.7 0200 36.46 15.7 1.101 lx(BM.Tee-Br)=5 7 0.0435 0 45.27 2 0200 17.7 Path No: 5 0149 36.46 0 1 lx(BM.Tee-Run)=1 23.33 150 14.3 0144 36.46 1.8 1.101 4x(BM.90)=20 21 0.0008 0 44.33 0.0 0144 14.3 Path No: 6 0150 36.46 0 1 lx(BM.Tee-Run)=1 19.67 150 14.3 0151 36.46 7.3 1.101 1 0.0105 0 20.67 0.2 0151 14.6 Path No: 7 0112 36.46 0 1 2x(BM.Tee-Br)=10 41.68 150 22.1 0091 36.46 20.9 1.101 4x(BM.Tee-Run)=4 39 0.0734 0 5x(BM.90)=25 80.68 5.9 0091 28 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job :THE FIELDS BUILDING 2 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: 8 0090 36.46 0 1 2x(BM.Tee-Run)=2 28.02 150 27.7 0065 36.46 8.2 1.101 lx(BM.Tee-Br)=5 12 0.0131 0 lx(BM.90)=5 40.02 0.5 0065 36.46 18.1 1 lx(BM.Tee-Run)=1 7.01 150 28.2 0063 36.46 26.4 1.101 lx(BM.Tee-Br)=5 6 0.113 0 13.01 1.5 0063 29.7 Path No: 9 0143 36.46 0 1 lx(BM.Tee-Run)=1 16.34 150 14.7 0142 36.46 9.6 1.101 1 0.0173 0 17.34 0.3 0142 15 Path No: 10 0031 36.46 0 1 10x(BM.Tee-Run)=10 90.41 150 20.8 0065 36.46 18.1 1.101 2x(BM.Tee-Br)=10 40 0.0565 0 4x(BM.90)=20 130.41 7.4 0065 28.2 Path No: 11 0152 36.46 0 1 7x(BM.Tee-Run)=7 45.64 150 15.4 0020 36.46 11 1.101 3x(BM.Tee-Br)=15 42 0.0224 0 4x(BM.90)=20 87.64 2 0020 36.46 -1.7 1 2x(BM.Tee-Run)=2 6.46 150 17.4 0022 36.46 9.3 1.101 2 0.0164 0 8.46 0.1 0022 17.5 Path No: 12 0141 36.46 0 1 6x(BM.Tee-Run)=6 47.85 150 15.7 0128 36.46 14.2 1.101 3x(BM.Tee-Br)=15 41 0.0361 0 4x(BM.90)=20 88.85 3.2 0128 18.9 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:THE FIELDS BUILDING 2 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: 13 0020 36.46 0 1 2x(BM.Tee-Run)=2 9.5 150 17.4 0017 36.46 1.7 1.101 2 0.0007 0 11.5 0 0017 36.46 -0.8 1 4x(BM.90)=20 76 150 17.4 0004 36.46 0.9 1.101 9x(BM.Tee-Run)=9 34 0.0002 0 lx(BM.Tee-Br)=5 110 0.0 0004 36.46 0 1 9x(BM.Tee-Run)=9 73.14 150 17.4 0211 36.46 0.9 1.101 lx(BM.Tee-Br)=5 14 0.0002 0 87.14 0.0 0211 36.46 0.8 1 2x(BM.Tee-Run)=2 9.5 150 17.4 0199 36.46 1.7 1.101 2 0.0007 0 11.5 0 0199 17.4 Path No: 14 0017 36.46 0 1 14x(BM.Tee-Run)=14 161.02 150 17.4 0211 36.46 0.8 1.101 2x(BM.Tee-Br)=10 44 0.0002 0 4x(BM.90)=20 205.02 0.0 0211 17.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.96 ft/s occurs in the following pipe(s): (0290-0042) *** 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 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC Ei 1 104 psi @180.7gpm(80.7gpm+100 gpm add.out.hose) ', 105 - m.rr — ____ s,.., _.. _____ MIN �. —.. 95 _ 1 ......E„_. _ .. .______.......... ..._ _ _ ._.. _, 90 75 . .. 1 3 .--1 j t? 70 —f °! 7- e N 65 .._._. 1 la. .W. ... co W55 -.. e ,.. i _ �m. - _ a_„ _........_. .a - d 50 -__ a . . __ e 45 ._.x. 1 3 _n 40 .._ 35 0 30 �., 25 1 20 ;. 15 10 0 ,,,i,,,,„,,..., ,1-1—, , i , 1 , O O O C C O C C C O ,D ,, , �. t� w 0. 0 O v., O N - N , Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1866 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 16.0617 15n61- 14.0617 13.061- 12.06171 11.0617 .............. Q 10.061 d 9.0617 _ co y 8.0617 IL 7.061 6.0617 _._._.... ... ---- -- ----........ 5.0617 4.0617., �m �e 4 3.0617 2.061 � 0.4 psi @ 80.7 gpm I � 1.061_.a® 0 , 0.061-) r �_ �._. �..,..W.. Tme r 0 o Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1867 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O - i ... i i i 5.6- -,�—. 4 —gym _,....�. _ �_.... 4— , � _._. ��. ��_ _�e.u _ .. 4.6 �® . a - I m w [ 0 2 , 2.6_ ..... ----- -.r-- -___. -..,,;.._ --___- i 16 03psi@807gpmj 0 6- c c o c c c•i O c Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1868 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3 psi @ 80.7 gpml_ r 2 8- N Q i 7 U) V) 2 i d 13.. 0.8 03- ®� - � . i . o c o c 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1872 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I • I— i 1 4.428 3.928_ ......__.,...�.._.._._.___.. ._._..,.,... i 3.428 , _ 0. 2.928' - € I N i = W G) i i .928- .__, .€e.__..._ e . ..-. .�._ ..,,.. 0.928 0.428 III.1 Y - a N v'J r; n C x O Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1873 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5- ,y 3.5 a N i 7 N y 2.5 a_. ` - I 1 r-0.2 psi @ 80.7 gpm [ I N o 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1874 (Gate A2360, Size = 4); Inlet Node: 0950-1; Outlet Node: 0950-0 0) 0 743_ LT- 1 I z u) i U) 0) .. a , 0243' c 0 o c c 0 c o c Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 26 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:10/2/2019 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@a 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) 387 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) 183.7 Required Pressure at Source(psi) 80.3 Type of System Wet Volume-Entire System (gal) 101.6 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job:THE FIELDS BUILDING 2 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, (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 Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 183.7 80.3 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) 83.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined) Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 83.7 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 80.3 SRC -Flow(gpm) 83.7 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 3 Supply Supply;Safety Pressure System Demand f Add.Out.Hose 0 Available At Source 150 140- , 130-) 104 psi @183.7 gpm ; 1 .1"' S2 1 100 -- 99.515 —� Q D2 • - 1 i ; D3 CA 11.2 70 d 60 50 4. 30 • D1 10-_3 0 0 7080900000 01200300400 5001 6001 7001 8001 900 2000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 3 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 83.7 80.3 D3 System Demand+Add.Out.Hose 183.7 80.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 97.8 23.7 183.7 Supply;Safety Pressure 94 92.1 13.7 183.7 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 200 4.9 0.1 20 16.7 0.115 23 22.1 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.103 20.6 17.7 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 0.1 20 16.7 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:THE FIELDS BUILDING 2 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) Path No: 1 303 18.5 4.9 20 1 1x(BM.Tee-Br)=5 10.22 150 16.7 0454 27.17 20 1.101 1x(BM.90)=5 10 0.0679 -3.8 20.22 1.4 0454 27.17 -4.1 1 1x(BM.Tee-Run)=1 11.82 150 14.3 0452 27.17 15.9 1.101 1 0.0443 0 12.82 0.6 0452 27.17 20.6 1 3x(BM.Tee-Run)=3 23.01 150 14.9 0448 27.17 36.5 1.101 lx(BM.Tee-Br)=5 8 0.2064 0 31.01 6.4 0448 27.17 13.6 1 2x(BM.Tee-Run)=2 9.5 150 21.3 0471 27.17 50.1 1.101 2 0.3712 0 11.5 4.3 0471 27.17 8 1 lx(BM.Tee-Run)=1 6.46 150 25.6 0492 27.17 58.1 1.101 1 0.489 0 7.46 3.6 0492 27.17 -8.2 1 1x(BM.Tee-Run)=1 7.58 150 29.2 0542 27.17 49.9 1.101 1 0.3687 0 8.58 3.2 0542 27.17 -11.9 1 2x(BM.Tee-Run)=2 9.54 150 32.4 0526 27.17 38.1 1.101 2 0.2231 0 11.54 2.6 0526 27.17 -15 1 3x(BM.Tee-Run)=3 40.71 150 34.9 1028 27.17 23 1.101 2x(BM.Tee-Br)=10 33 0.088 0 4x(BM.90)=20 73.71 6.5 1028 27.17 60.6 1 lx(BM.Tee-Run)=1 5.43 150 41.4 1025 27.17 83.7 1.101 lx(BM.90)=5 6 0.9597 0 11.43 11 1025 27.17 0 1.25 1x(BM.Coupl)=1 22.24 150 52.4 1022 27.17 83.7 1.394 lx(BM.Tee-Run)=1 8 0.3041 0 lx(BM.90)=6 30.24 9.2 1022 27.17 0 2 lx(us.90)=6.48 0.33 150 61.6 TR3 27.17 83.7 2.003 6.48 0.0521 0 6.81 0.4 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 61.9 FS3-0 25.46 83.7 2.157 1.23 0.0549 0.7 2.89 0.2 FS3-0 25.46 0 2 1 0 62.8 Flow Switch FS3-I 25.37 83.7 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 65.9 CV3-O 23.75 83.7 2.157 1.23 0.0549 0.7 2.56 0.1 CV3-0 23.75 0 2 0.67 0 66.7 VIC 717 CV CV3-I 23.08 83.7 0 0 0.4332 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 67.3 VIC 705 B-FLY BF3-I 22.75 83.7 0 0 1.1445 0.1 *** 0.33 0.4 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 2 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) Path No: 1 BF3-I 22.75 0 2 lx(us.90)=6.15 1.42 120 67.8 BR3 22.5 83.7 2.157 6.15 0.0549 0.1 7.57 0.4 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 68.4 CV-0 2.67 83.7 4.26 3x(us.Tee-Br)=79 93.49 0.002 8.6 lx(us.90)=13.17 113.97 0.2 CV-0 2.67 0 4 0.83 0 77.2 CV-1F Check CV-I 1.83 83.7 0 0 0.2369 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 77.7 BFV-N BF-I 1.5 83.7 0 0 0.0803 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 77.9 FF 1 83.7 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 78.2 0949 -3.75 83.7 4.3 3.67 0.0014 2.1 8.42 0.0 0949 -3.75 0 4 lx(coupling)=1.9 31.84 150 80.2 0950-0 -3.75 83.7 4.22 1.9 0.0014 0 33.74 0.0 0950-0 -3.75 0 4 0.75 0 80.3 Gate A2360 0950-I -3.75 83.7 0 0 0.0023 0 *** 0.75 0 0950-I -3.75 0 4 1.41 150 80.3 SRC -3.75 83.7 4.22 0 0.0014 0 1.41 0 SRC 80.3 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job:THE FIELDS BUILDING 2 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: 2 304 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.26 150 16.7 0455 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.26 1.4 0455 27.17 4.1 1 3x(BM.Tee-Run)=3 49.09 150 14.3 0416 27.17 24.2 1.101 1x(BM.Tee-Br)=5 28 0.0961 0 4x(BM.90)=20 77.09 7.4 0416 27.17 9.4 1 3x(BM.Tee-Run)=3 9.5 150 21.7 0410 27.17 33.6 1.101 3 0.1768 0 12.5 2.2 0410 27.17 -8 1 lx(BM.Tee-Br)=5 6.46 150 23.9 0349 27.17 25.5 1.101 5 0.1065 0 11.46 1.2 0349 27.17 -11 1 3x(BM.Tee-Run)=3 27.32 150 25.2 0342 27.17 14.5 1.101 4x(BM.90)=20 23 0.0373 0 50.32 1.9 0342 27.17 11 1 lx(BM.Tee-Run)=1 20.47 150 27 0495 27.17 25.5 1.101 lx(BM.Tee-Br)=5 6 0.1065 0 26.47 2.8 0495 27.17 8.2 1 lx(BM.Tee-Run)=1 13.08 150 29.9 0502 27.17 33.8 1.101 2x(BM.Tee-Br)=10 11 0.1787 0 24.08 4.3 0502 27.17 11.9 1 2x(BM.Tee-Run)=2 9.54 150 34.2 0505 27.17 45.6 1.101 2 0.312 0 11.54 3.6 0505 27.17 15 1 lx(BM.Tee-Run)=1 5.94 150 37.8 1028 27.17 60.6 1.101 1 0.5286 0 6.94 3.7 1028 41.4 Path No: 3 302 18.5 4.9 20.6 1 lx(BM.Tee-Br)=5 8.67 150 17.7 0452 27.17 20.6 1.101 5 0.0715 -3.8 13.67 1 0452 14.9 Path No: 4 301 18.5 4.9 23 1 lx(BM.Tee-Br)=5 9.68 150 22.1 0439 27.17 23 1.101 1x(BM.90)=5 10 0.088 -3.8 19.68 1.7 0439 27.17 -9.4 1 3x(BM.Tee-Run)=3 28.95 150 20.1 0448 27.17 13.6 1.101 lx(BM.Tee-Br)=5 8 0.0332 0 36.95 1.2 0448 21.3 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 2 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: 5 0454 27.17 0 1 lx(BM.Tee-Run)=1 0.81 150 14.3' 0455 27.17 4.1 1.101 1 0.0036 0 1.81 0 0455 14.3 Path No: 6 0492 27.17 0 1 2x(BM.Tee-Run)=2 38.27 150 29.2 0495 27.17 8.2 1.101 2x(BM.Tee-Br)=10 12 0.0131 0 50.27 0.7 0495 29.9 Path No: 7 0542 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 32.4 0502 27.17 11.9 1.101 2x(BM.Tee-Br)=10 35 0.0257 0 4x(BM.90)=20 69.77 1.8 0502 34.2 Path No: 8 0526 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 34.9 0505 27.17 15 1.101 2x(BM.Tee-Br)=10 36 0.0399 0 4x(BM.90)=20 70.77 2.8 0505 37.8 Path No: 9 0410 27.17 0 1 12x(BM.Tee-Run)=12 86.75 150 23.9 0471 27.17 8 1.101 2x(BM.Tee-Br)=10 42 0.0125 0 4x(BM.90)=20 128.75 1.6 0471 25.6 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:THE FIELDS BUILDING 2 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: 10 0349 27.17 0 1 2x(BM.Tee-Run)=2 25.9 150 25.2 0351 27.17 11 1.101 2 0.0225 0 27.9 0.6 0351 27.17 -5.3 1 2x(BM.Tee-Run)=2 6.46 150 25.8 0357 27.17 5.8 1.101 lx(BM.Tee-Br)=5 7 0.0067 0 13.46 0.1 0357 27.17 -2.5 1 2x(BM.Tee-Run)=2 9.5 150 25.9 0371 27.17 3.3 1.101 2 0.0024 0 11.5 0.0 0371 27.17 -1.6 1 6x(BM.Tee-Run)=6 39.18 150 25.9 0250 27.17 1.7 1.101 2x(BM.Tee-Br)=10 36 0.0007 0 4x(BM.90)=20 75.18 0.1 0250 27.17 1.6 1 2x(BM.Tee-Run)=2 9.5 150 26 0253 27.17 3.3 1.101 2 0.0024 0 11.5 0.0 0253 27.17 2.5 1 2x(BM.Tee-Run)=2 6.46 150 26 0255 27.17 5.8 1.101 2 0.0067 0 8.46 0.1 0255 27.17 5.3 1 2x(BM.Tee-Run)=2 7.13 150 26 0257 27.17 11 1.101 2 0.0225 0 9.13 0.2 0257 27.17 -4.3 1 2x(BM.Tee-Run)=2 7.95 150 26.3 0260 27.17 6.8 1.101 2 0.0091 0 9.95 0.1 0260 27.17 -3.3 1 10x(BM.Tee-Run)=10 89.07 150 26.3 0294 27.17 3.5 1.101 2x(BM.Tee-Br)=10 40 0.0027 0 4x(BM.90)=20 129.07 0.3 0294 27.17 3.3 1 lx(BM.Tee-Run)=1 7.95 150 26.7 0316 27.17 6.8 1.101 1 0.0091 0 8.95 0.1 0316 27.17 4.3 1 lx(BM.Tee-Br)=5 7.13 150 26.8 0342 27.17 11 1.101 5 0.0225 0 12.13 0.3 0342 27 Path No: 11 0439 27.17 0 1 7x(BM.Tee-Run)=7 67.66 150 20.1 0416 27.17 9.4 1.101 5x(BM.90)=25 32 0.0168 0 99.66 1.7 0416 21.7 Path No: 12 0351 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 25.8 0255 27.17 5.3 1.101 lx(BM.Tee-Br)=5 7 0.0058 0 44.18 0.3 0255 26 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job:THE FIELDS BUILDING 2 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: 13 0357 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 25.9 0253 27.17 2.5 1.101 2x(BM.Tee-Br)=10 36 0.0014 0 4x(BM.90)=20 75.18 0.1 0253 26 Path No: 14 0371 27.17 0 1 4x(BM.90)=20 22.82 150 25.9 1130 27.17 1.6 1.101 3x(BM.Tee-Run)=3 28 0.0006 0 lx(BM.Tee-Br)=5 50.82 0.0 1130 27.17 0 1 3x(BM.Tee-Run)=3 28.24 150 25.9 0250 27.17 1.6 1.101 lx(BM.Tee-Br)=5 8 0.0006 0 36.24 0.0 0250 26 Path No: 15 0257 27.17 0 1 14x(BM.Tee-Run)=14 89.07 150 26.3 0316 27.17 4.3 1.101 2x(BM.Tee-Br)=10 44 0.0039 0 4x(BM.90)=20 133.07 0.5 0316 26.8 Path No: 16 0260 27.17 0 1 lx(BM.Tee-Br)=5 7.01 150 26.3 1043 27.17 3.3 1.101 5 0.0024 0 12.01 0.0 1043 27.17 0 1 10x(BM.Tee-Run)=10 96.08 150 26.4 0294 27.17 3.3 1.101 5x(BM.90)=25 35 0.0024 0 131.08 0.3 0294 26.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 28.2 ft/s occurs in the following pipe(s): (1025-1028) *** 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 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC j HI gg 104psi©a 183.7gpm(83.7gpm+100gpmadd.out.hose) 95- 85: E ®m _ 1 e �� _ 111 co ai 65./- s 17 ®....` e ,......,, .. N 557 v. _ wI, �____..a._,�_ Q. 50 - . .__., - i 40= �, 35 1. 30: —. 25 t 20: 15: 10- o ^ o c o c c c o c ,0 5 O O o O O O = O ' x a O O N ^ N N Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1872 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428 3.928` 3.428- 0. 2.928' Qj W 2.428 U) d L d 1.928- 1.428- E 0.928 I I 1 1 ._ 0.428 � _._ , '^ co o � - v oN Cl M � r x O Cl ^ ^Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1873 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5 I N_ a ELF 7 . ED. 25_ a 1 5- F0.2psi@83.7gpm c o o Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1874 (Gate A2360, Size = 4); Inlet Node: 0950-I; Outlet Node: 0950-0 Q 0.743 ai L 7 rA U) G1 L a 0.243 1 o C o C z o C C o C o r N ^ N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1882 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-1 16.061".. ��._.._. .._._..._ 15.06 17, 14.061=.�. .®e .�._..._._..�,.. _. .. Y .-......_,_..�.. [ ®�.. �..e..�_,. ,.....w.��. ..�.W�.,..,....__ ..�.�.,..,. .,, .,... ®, _...�...� a 10.061e i9.061 .....�.�...,.. .,,.. _>e..eem..�.,...,. ew .........,em...e��.,......_. .. .P.w......,,.�® ...._.,_. �e _....,._ .. ................_. z y7.0617 5.061 4.061, 3.0617 2.061- 0.4 psi @ 83.7 gpm 1.061= 0 f, s 0.061 o � C Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1883 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O 5.6- 4.6 a 3.6- ._ .. '5 N co C) a z.6 1.6 0.3 psi @a 83.7 gpm 1 0.6-_ O N C O C O O vi O C C r C N c� � Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1884 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @a 83.7 gpm 0 1 23 i f Q 1.8 7 U) co N _ a t.3 03 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 40 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:10/2/2019 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) 468 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) 182.2 Required Pressure at Source(psi) 68.4 Type of System Wet Volume-Entire System (gal) 101.5 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 4 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) (gpm)Pressure Pressure (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 182.2 68.4 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) 82.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.2 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 68.4 SRC -Flow(gpm) 82.2 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 42 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 4 Supply Supply;Safety Pressure D. System Demand IF Add.Out.Hose 0 Available At Source 150 140 130 104 psi @182.2 gpm ; 1 � T S2 100-- 99.515 .N 90 Q 1 q D2 N D3 r. . 6i D. 50 40- 30 D1 10 0 0 7080000001010t20130 t400500 6001700180019002000 2100 2200 2300 240) Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job:THE FIELDS BUILDING 2 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 82.2 68.4 D3 System Demand+Add.Out.Hose 182.2 68.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) (9P ) Supply 104 106.1 35.5 182.2 Supply;Safety Pressure 94 99.9 25.5 182.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 401 Overhead 200 4.9 0.1 20 16.7 0.108 21.5 19.3 Sprinkler 402 Overhead 200 4.9 0.1 20 16.7 0.103 20.5 17.6 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 0.1 20.1 16.8 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 44 Job:THE FIELDS BUILDING 2 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/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 403 18.5 4.9 20 1 1x(BM.Tee-Br)=5 9.33 150 16.7 0343 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0343 27.17 -3.6 1 lx(BM.Tee-Run)=1 3.66 150 14.3 0342 27.17 16.5 1.101 1 0.0472 0 4.66 0.2 0342 27.17 -1.1 1 lx(BM.Tee-Run)=1 16.34 150 14.5 0496 27.17 15.3 1.101 1 0.0414 0 17.34 0.7 0496 27.17 20.5 1 lx(BM.Tee-Br)=5 4.13 150 15.2 0495 27.17 35.9 1.101 5 0.1999 0 9.13 1.8 0495 27.17 2.1 1 lx(BM.Tee-Run)=1 13.08 150 17 0502 27.17 37.9 1.101 2x(BM.Tee-Br)=10 11 0.2219 0 24.08 5.3 0502 27.17 8.5 1 2x(BM.Tee-Run)=2 9.54 150 22.4 0505 27.17 46.4 1.101 2 0.322 0 11.54 3.7 0505 27.17 13.7 1 lx(BM.Tee-Run)=1 5.94 150 26.1 1028 27.17 60.1 1.101 1 0.52 0 6.94 3.6 1028 27.17 22.1 1 lx(BM.Tee-Run)=1 5.43 150 29.7 1025 27.17 82.2 1.101 lx(BM.90)=5 6 0.9279 0 11.43 10.6 1025 27.17 0 1.25 lx(BM.Coupl)=1 22.24 150 40.3 1022 27.17 82.2 1.394 lx(BM.Tee-Run)=1 8 0.2941 0 lx(BM.90)=6 30.24 8.9 1022 27.17 0 2 lx(us.90)=6.48 0.33 150 49.2 TR3 27.17 82.2 2.003 6.48 0.0503 0 6.81 0.3 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 49.5 FS3-O 25.46 82.2 2.157 1.23 0.053 0.7 2.89 0.2 FS3-0 25.46 0 2 1 0 50.4 Flow Switch FS3-I 25.37 82.2 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 53.5 CV3-O 23.75 82.2 2.157 1.23 0.053 0.7 2.56 0.1 CV3-O 23.75 0 2 0.67 0 54.3 VIC 717 CV CV3-I 23.08 82.2 0 0 0.4295 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 54.9 VIC 705 B-FLY BF3-I 22.75 82.2 0 0 1.1053 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 lx(us.Tee-Br)=12.31 1.42 120 55.4 BR3 22.5 82.2 2.157 lx(us.90)=6.15 18.46 0.053 0.1 19.88 1.1 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job:THE FIELDS BUILDING 2 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: 1 BR3 22.5 0 4 1x(coupling)=1.32 20.48 120 56.5 CV-0 2.67 82.2 4.26 3x(us.Tee-Br)=79 93.49 0.0019 8.6 lx(us.90)=13.17 113.97 0.2 CV-0 2.67 0 4 0.83 0 65.4 CV-1F Check CV-I 1.83 82.2 0 0 0.2326 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 65.9 BFV-N BF-I 1.5 82.2 0 0 0.0783 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 66.1 FF 1 82.2 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 66.3 0949 -3.75 82.2 4.3 3.67 0.0014 2.1 8.42 0.0 0949 -3.75 0 4 lx(coupling)=1.9 31.84 150 68.4 0950-0 -3.75 82.2 4.22 1.9 0.0013 0 33.74 0.0 0950-0 -3.75 0 4 0.75 0 68.4 Gate A2360 0950-I -3.75 82.2 0 0 0.0022 0 *** 0.75 0 0950-I -3.75 0 4 1.41 150 68.4 SRC -3.75 82.2 4.22 0 0.0013 0 1.41 0 SRC 68.4 • File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job:THE FIELDS BUILDING 2 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: 2 404 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.8 0348 27.17 20.1 1.101 lx(BM.90)=5 10 0.0684 -3.8 19.33 1.3 0348 27.17 3.6 1 lx(BM.Tee-Run)=1 0.33 150 14.4 0349 27.17 23.7 1.101 1 0.0926 0 1.33 0.1 0349 27.17 1.1 1 lx(BM.Tee-Br)=5 6.46 150 14.5 0410 27.17 24.8 1.101 lx(BM.Tee-Run)=1 6 0.1009 0 12.46 1.3 0410 27.17 -9.9 1 3x(BM.Tee-Run)=3 9.5 150 15.8 0416 27.17 14.9 1.101 3 0.0394 0 12.5 0.5 0416 27.17 -7.3 1 3x(BM.90)=15 41.77 150 16.3 1278 27.17 7.7 1.101 3x(BM.Tee-Run)=3 23 0.0115 0 lx(BM.Tee-Br)=5 64.77 0.7 1278 27.17 0 1 6x(BM.Tee-Run)=6 42.96 150 17 0448 27.17 7.7 1.101 lx(BM.Tee-Br)=5 16 0.0115 0 lx(BM.90)=5 58.96 0.7 0448 27.17 7.3 1 2x(BM.Tee-Run)=2 9.5 150 17.7 0471 27.17 14.9 1.101 2 0.0394 0 11.5 0.5 0471 27.17 9.9 1 lx(BM.Tee-Run)=1 6.46 150 18.1 0492 27.17 24.8 1.101 1 0.1009 0 7.46 0.8 0492 27.17 19.4 1 lx(BM.Tee-Run)=1 7.58 150 18.9 0542 27.17 44.2 1.101 1 0.2946 0 8.58 2.5 0542 27.17 -8.5 1 2x(BM.Tee-Run)=2 9.54 150 21.4 0526 27.17 35.8 1.101 2 0.1988 0 11.54 2.3 0526 27.17 -13.7 1 3x(BM.Tee-Run)=3 40.71 150 23.7 1028 27.17 22.1 1.101 2x(BM.Tee-Br)=10 33 0.0813 0 4x(BM.90)=20 73.71 6 1028 29.7 Path No: 3 402 18.5 4.9 20.5 1 lx(BM.Tee-Br)=5 9.33 150 17.6 0496 27.17 20.5 1.101 lx(BM.90)=5 10 0.0712 -3.8 19.33 1.4 0496 15.2 Path No: 4 401 18.5 4.9 21.5 1 lx(BM.Tee-Br)=5 9.33 150 19.3 0494 27.17 21.5 1.101 lx(BM.90)=5 10 0.0775 -3.8 19.33 1.5 0494 27.17 -2.1 1 lx(BM.Tee-Run)=1 23.21 150 17 0492 27.17 19.4 1.101 lx(BM.Tee-Br)=5 6 0.0642 0 29.21 1.9 0492 18.9 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job:THE FIELDS BUILDING 2 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: 5 0343 27.17 0 1 1x(BM.Tee-Run)=1 23.33 150 14.3 0348 27.17 3.6 1.101 4x(BM.90)=20 21 0.0028 0 44.33 0.1 0348 14.4 Path No: 6 0342 27.17 0 1 lx(BM.Tee-Br)=5 7.13 150 14.5 0316 27.17 1.1 1.101 5 0.0003 0 12.13 0 0316 27.17 -0.4 1 lx(BM.Tee-Run)=1 7.95 150 14.5 0294 27.17 0.7 1.101 1 0.0001 0 8.95 0 0294 27.17 -0.3 1 10x(BM.Tee-Run)=10 89.07 150 14.5 0260 27.17 0.4 1.101 2x(BM.Tee-Br)=10 40 0.0000 0 4x(BM.90)=20 129.07 0 0260 27.17 0.3 1 2x(BM.Tee-Run)=2 7.95 150 14.5 0257 27.17 0.7 1.101 2 0.0001 0 9.95 0 0257 27.17 0.4 1 2x(BM.Tee-Run)=2 7.13 150 14.5 0255 27.17 1.1 1.101 2 0.0003 0 9.13 0 0255 27.17 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 14.5 0253 27.17 0.6 1.101 2 0.0001 0 8.46 0 0253 27.17 -0.3 1 2x(BM.Tee-Run)=2 9.5 150 14.5 0250 27.17 0.3 1.101 2 0.0000 0 11.5 0 0250 27.17 -0.2 1 6x(BM.Tee-Run)=6 39.18 150 14.5 0371 27.17 0.2 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0371 27.17 0.2 1 2x(BM.Tee-Run)=2 9.5 150 14.5 0357 27.17 0.3 1.101 2 0.0000 0 11.5 0 0357 27.17 0.3 1 2x(BM.Tee-Run)=2 6.46 150 14.5 0351 27.17 0.6 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 13.46 0 0351 27.17 0.5 1 2x(BM.Tee-Run)=2 25.9 150 14.5 0349 27.17 1.1 1.101 2 0.0003 0 27.9 0 0349 14.5 Path No: 7 0410 27.17 0 1 12x(BM.Tee-Run)=12 86.75 150 15.8 0471 27.17 9.9 1.101 2x(BM.Tee-Br)=10 42 0.0183 0 4x(BM.90)=20 128.75 2.4 0471 18.1 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job:THE FIELDS BUILDING 2 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: 8 0416 27.17 0 1 10x(BM.Tee-Run)=10 96.61 150 16.3 0448 27.17 7.3 1.101 lx(BM.Tee-Br)=5 40 0.0104 0 5x(BM.90)=25 136.61 1.4 0448 17.7 Path No: 9 0542 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 21.4 0502 27.17 8.5 1.101 2x(BM.Tee-Br)=10 35 0.0138 0 4x(BM.90)=20 69.77 1 0502 22.4 Path No: 10 0526 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 23.7 0505 27.17 13.7 1.101 2x(BM.Tee-Br)=10 36 0.0336 0 4x(BM.90)=20 70.77 2.4 0505 26.1 Path No: 11 0494 27.17 0 1 lx(BM.Tee-Br)=5 15.06 150 17 0495 27.17 2.1 1.101 5 0.001 0 20.06 0.0 0495 17 Path No: 12 0316 27.17 0 1 14x(BM.Tee-Run)=14 89.07 150 14.5 0257 27.17 0.4 1.101 2x(BM.Tee-Br)=10 44 0.0001 0 4x(BM.90)=20 133.07 0 0257 14.5 Path No: 13 0294 27.17 0 1 10x(BM.Tee-Run)=10 96.08 150 14.5 1043 27.17 0.3 1.101 5x(BM.90)=25 35 0.0000 0 131.08 0 1043 27.17 0 1 lx(BM.Tee-Br)=5 7.01 150 14.5 0260 27.17 0.3 1.101 5 0.0000 0 12.01 0 0260 14.5 Path No: 14 0255 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 14.5 0351 27.17 0.5 1.101 1x(BM.Tee-Br)=5 7 0.0001 0 44.18 0 0351 14.5 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 2 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: 15 0253 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 14.5 0357 27.17 0.3 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0357 14.5 Path No: 16 0250 27.17 0 1 3x(BM.Tee-Run)=3 28.24 150 14.5 1130 27.17 0.2 1.101 lx(BM.Tee-Br)=5 8 0 0 36.24 0 1130 27.17 0 1 4x(BM.90)=20 22.82 150 14.5 0371 27.17 0.2 1.101 3x(BM.Tee-Run)=3 28 0 0 lx(BM.Tee-Br)=5 50.82 0 0371 14.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.69 ft/s occurs in the following pipe(s): (1025-1028) *** 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 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area:4; Supply Ref.: SRC; Supply Name:SRC 104psi @ 182.2gpm(82.2gpm+100gpm add.out.hose) € 1 85� [ a a y a 70: - t,. . .,. _.. __. _..__ t _. IC65_ _ M y a> 55_ L I a k 45; 40: 35 30m. 25�.. _. ... 20w 15` _. . 10` 5:: C C C C C C 9 oO C Aj r � C C N N Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 1872 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428- 3.928 3.428- Q 2.928_ d _ y 2.428` W G) L d I.928" ._.. _. 1.428- _._. 0.928 1 I i I S a N o, 0 M 0 N 00 0 M 000 '8 0 0 n a O ^Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 1873 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5' . ' l _ 3 3.5 N _ 0- a, L y • 25 0- 1.5'" r0.2 psi @ 82.2 gpm), . o c o 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 1874 (Gate A2360, Size = 4); Inlet Node: 0950-I; Outlet Node: 0950-0 0.743 Q ai N a) 0.243_ o o o m o 0 0 0 0 0 ^ N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 1882 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-I[ 16.061-_...__..._. ___._... ...... 15.061"._ ..._....,..� ...�........... ....w__..._._ ..............-.___._ .., ._...._.-_... _.. ._., _._�_._._ ..._. t�. 14.061- 13.061 12.061- �....... ........_._._M..,,..., .,.-.......- _.. _.m.edm®a....�...... 1 1.061-.e.ma w... _..._.,m n„..e e��..�......_....._.._ ,m ......�. � .__u ._............w..a.m...�. ._ ,........ .,.. QI0_061 ..�.�m..,,,.e_ v.__._....._. e ...,. ......_. d 9.061 y 8.061`, '.. L ri 7.061- 6.061- 4.061" 3.061-.. 2.061" 0.4psi@82.2gpm 1.061- - 0.061 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 1883 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O 5.6- 4.6_ •y O. N 3.6 L U a _.6 1.6 0.3 psi @82.2gpm 0.6e .m �m N 0 o r o Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 53 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 1884 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @82.2gpm 2.8 2.3 y Q _ d 1.8 �r�eee 7 - N L ' 13 0.8 0.3- Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 R-1 FP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 54 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:10/2/2019 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 2 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) 761.8 Required Pressure at Source(psi) 152.7 Type of System Wet Volume-Entire System (gal) 103.2 gal Water Supply Information Date 9/26/19 Location PUMPER TRUCK Source FDC Notes File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 2 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/ft2) 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 Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) FDC 180 165 750 164.8 761.8 152.7 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) 761.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 761.8 Other Required Margin of Safety(psi) 0 FDC -Pressure(psi) 152.7 FDC -Flow(gpm) 7B1.8 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 9 System Demand 0 Available At Source 1 240 f 220- 1 1 251----1 164.8 psi @ 761.8 gpm 180 r... u �� 140- ��1 ..D N120- ••� 2 m. -.. I S5 i= a 100- 85.873 80� 60- D1 I t 20 l 0-. { 0 70800000000t20030040050016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\__Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 2 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 17.1 D2 System Demand 761.8 152.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 164.3 796.4 12.1 761.8 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) HV1 Overhead 250 25 1 250 100 1 250 100 Sprinkler HV2 Overhead 250 25 1 250 100 1 250 100 Sprinkler HV3 Overhead 250 25 1 250 100 1.047 261.8 109.7 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 2 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 HV2 41.21 25 250 2.5 1x(us.Tee-Br)=16.47 0.44 120 100 012 41.21 250 2.635 16.47 0.1571 0 16.91 2.7 012 41.21 250 4 lx(coupling)=1.32 5.71 120 102.7 BFS3-I 36.5 500 4.26 lx(us.90)=13.17 14.48 0.0547 2 20.19 1.1 BFS3-I 36.5 0 4 0.33 0 105.8 BFV-N BFS3-O 36.5 500 0 0 2.092 0 *** 0.33 0.7 BFS3-0 36.5 0 4 lx(coupling)=1.32 76.7 120 106.5 BFS2-O 35.29 500 4.26 6x(us.90)=79 80.32 0.0547 0.5 157.02 8.6 BFS2-0 35.29 0 4 0.33 0 115.6 BFV-N BFS2-I 35.29 500 0 0 2.092 0 *** 0.33 0.7 BFS2-I 35.29 0 4 2.9 120 116.3 SP 35.29 500 4.26 0 0.0547 0 2.9 0.2 SP 3.5.29 261.8 4 lx(coupling)=1.32 38.74 120 116.5 CVF-I 7.5 761.8 4.26 5x(us.90)=65.84 93.49 0.1193 12 lx(us.Tee-Br)=26.33 132.22 15.8 CVF-I 7.5 0 4 0.8 0 144.3 CV-1F Check CVF-O 7.5 761.8 0 0 2.7329 0 *** 0.8 2.2 CVF-O 7.5 0 4 2x(us.90)=26.33 6.2 120 146.5 040 2.5 761.8 4.26 26.33 0.1193 2.2 32.53 3.9 040 2.5 0 4 1.43 120 152.5 FDC 2.5 761.8 4.026 0 0.157 0 1.43 0.2 FDC 152.7 Path No: 2 HV1 41.21 25 250 2.5 lx(us.Tee-Br)=16.47 0.44 120 100 012 41.21 250 2.635 16.47 0.1571 0 16.91 2.7 012 102.7 File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 2 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 HV3 41.96 25 261.8 2.5 lx(us.Tee-Br)=16.47 0.44 120 109.7 001 41.96 261.8 2.635 16.47 0.1712 0 16.91 2.9 001 41.96 0 4 1x(coupling)=1.32 7.19 120 112.6 BFS1-I 35.29 261.8 4.26 lx(us.90)=13.17 14.48 0.0165 2.9 21.67 0.4 BFS1-I 35.29 0 4 0.33 0 115.8 BFV-N BFS1-O 35.29 261.8 0 0 0.5727 0 *** 0.33 0.2 BFS1-0 35.29 0 4 lx(us.Tee-Br)=26.33 0.19 120 116 SP 35.29 261.8 4.26 26.33 0.0165 0 26.52 0.4 SP 116.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.2 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 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area: 9; Supply Ref.: FDC; Supply Name:FDC 200 19 -cn d 907 80` 70_ 50- 40- 30- 10e 0 0 O O ^ C O O M r O c_ O x O O , T O N lJ Flow,gpm Pressure Loss Function Design Area: 9; Valve Ref.: 076 (BFV-N, Size = 4); Inlet Node: BFS1-1; Outlet Node: BFS1-O 4.428- 3.928' 3.428 Q 2.928- a - L . y 2.428- o v - i d 1.928-- 1.428- _.-.-. -_..._ ..,,. �. ,- 0.928- r . 1 0.2 psi Qa261.8gpm 0.428—,. _, .< -1- �m. r ., — x N a 00 M,rr O N a 00 C O r- r x Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 9; Valve Ref.: 082 (CV-1F Check, Size = 4); Inlet Node: CVF-I; Outlet Node: CVF-O 4.5 3.5_ y ... .. . C. ti L 2.2 psi @ 761.8 gpm 0 5- a - 0 0 = Flow,gpm Pressure Loss Function Design Area: 9; Valve Ref.: 089 (BFV-N, Size = 4); Inlet Node: BFS2-I; Outlet Node: BFS2-O 4.428- 3.928` 3.428- U) 2 " .928 C. Gf N• 2.428- _. .. .... Uf N d 1928 1.4287 .�� ,...w.. �. _.._..�..__. 0.7 psi @500 gpm ` f ; a, M O ci cf. n z O Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 9; Valve Ref.: 090 (BFV-N, Size = 4); Inlet Node: BFS3-I; Outlet Node: BFS3-O 4.428 _. .. ..--... _ ..�.�....�.... .._.... �.�..-1 �__ I 3.928- ## 1 tom_._ -.. I , 3.428' 3 ._ i • 2.928- _ ..._ ... N L cn• 2.428- � .... �.. co G) L II 1.928 1.428 0.7 psi @ 500 gpm 0.928' _, -.... 0.428 1 -r - x N c N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 2\The Fields BLD 2 SP.dwg Date 10/2/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 9 ES-A-3000BM1 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3000BM1 Residential Fire Sprinkler Double Check Detector Backflow Prevention Assembly Sizes: 2" (50mm) Series 3000B Double Check Detector Assembly are designed to protect drinking water supplies from dangerous cross-connections 3000BM1-0SY-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/s"x 3/4"(16 x 19mm)meter. check modules do not require any special tools and are accessed Features via a single top entry cover.The device can be fitted with either 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/"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 eats R Discs • Field Replaceable Auxiliary Bypass Line&Components Typical Installation Auxiliary Bypass: The Series 3000BM1 is typically installed for service on corn- • 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 Y" 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 At ES 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, FIRE&WATERWORKS 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 374"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&AWWA Class D Flange Minute Water Meter 2"3000BM1-FP-CFM -Fitted with Gear Operated Shutoff& laO��vss:F,Fo US ® a�40Cubic Feet per Minute Water Meter 1048 0 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 N 18 I a 16 I I I Pressure Specifications ° 14 I I I • Max.Working Pressure: 175 psi s 12 I I I • Min.Working Pressure: 10 psi $ 108 I I I • Hydrostatic Test Pressure: 350 psi o 6 c----- I I I • Hydrostatic Safety Pressure Rating: 700 psi a 4 I 2 I 1 I Temperature Specifications 0 • • • I . . Operating Range:33°F 110`F 0.5'C 43°C 0 20 40 60 80 100 120 140 160 180 200 220 240 260 gpm • Continuous O p g g ( ) 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 6..111 _ ,Cb_ al (� p l. mil g7t_' � 'Q U/ '■II D(Open) L A 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 22% 575 109/16 268 1113/16 300 131/2 343 85 38.6 3000BM1-FP 2 50 187/8 479 8% 225 1113/16 300 41/4 108 35 15.8 Al ;_. - ),, 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 02018 Ames Fire&Waterworks Worldwide www t co-fire.com it Protection Contacts y 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 ' into commercial and residential riser The TYCO commercial and residential manifold assemblies. Model RM-1 Riser Manifold provide The pressure relief valve, installed in 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 corn- pressure exceeding 175 psi through a mercial sprinkler systems and in NFPA flexible hose connected to the mani- 13D/13R residential sprinkler systems fold drain outlet(Ref. Figure 5), reduc- as follows: ing system pressure to 175 psi. 13*• 1-1 NOTICE • 1 1/2 Inch (DN40) Male Thread x Female Thread The Model RM-1 Riser Manifolds f • 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- NFPA 13R ties having jurisdiction.Failure to do so • 1 1/2 Inch DN40 may impair the performance of these ( ) devices. Male Thread x Female Thread • 2 Inch (DN50) The owner is responsible for main- Groove xGroove taining their fire protection system and devices in proper operating con- 'Although the Riser Manifold described in this techni- dition. Contact the installing contrac- cal data sheet is intended for NFPA 13 spnnkler sys- tems,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. is acceptable. d ° 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) S1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 -1/ze Manfolds, 1 (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) -1/4",2.8KOrifice 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 / \ OUTLET 1 //" \\ \\ I T OPTIONAL �rj�0\ I' PRESSURE '� % � 1 RELIEF TRIM 4.1V -� CONNECTION ill1IbI IAB fo1 IF.M. 2 � �I •� o cm ) I. 1 4 I! 1 lid eillefilT , INLET C - G - H 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) • 1-1 ussim 1 1211_ii ____1. NO DESCRIPTION P/N lill 10" 2 • II 11„ 1 300 psi/2000 kPa Water Pressure Gauge..90050001 ,I�� (254 mm) �, IiuI-L (280 mm) 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 1"(DN25) 91144801 4 Field Replaceable Retard/Switch 91144800 2-1/2" 1" ' (64 mm) NPT — DRAIN t1 I 3-3/4" 3-7/8" f (96 mm) 3,4 y (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) I OPTIONAL PRESSURE 1 ONN RELIEF TRIM NPT /j CONNECTION (FEMALE) �/fI i 'ND „-�:, . ko , -I-1$ 13-1/4" Eli Av (337 mm) NO DESCRIPTION P/N 10" 1 1 300 psi/2000 kPa Water Pressure Gauge..90050001 -.I (254 mm) 2 ■ 2 Ball Valve,1"(DN25)....97111603 � 3 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 ■I, 7/16" Il 4 Field Replaceable _�I� (11 mm) !PPJ — Retard/Switch 91144800 �1' INIIM ate: 1 .— E I 3-7/8" 3-7/8" 3,4 y (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 7%�\Q '� ' PRESSURE '��K0 RELIEF TRIM 1-.j.�f CONNECTION �' 16" Ir 0 (406 mm) NO DESCRIPTION P/N 111:111111110 13" IND 1 300 psi/2000 kPa (330mm) I sam Water Pressure Gauge..90050001 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, III 2"(DN50) 91144802 2 �.� 4 Field Replaceable ' Romig ' Retard/Switch 91144800 1/2"(13 mm) } I y 3-7/8" — y 4-1/8" 3,4 (100 mm) 1" (105 mm) 2" NPT 5" (GROOVED) DRAIN (127 mm) 11-7/8" (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Manifold Notes: Step 1. Install the manifold body with down- Where applicable pipe thread sealant the flow arrow pointing in the 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 grooved connections,as applicable. TYCO Model RM-1 Riser Manifold recommended. must be installed in accordance with Never remove any piping component Step 2. Connect the drain line and on this section. nor correct or modifypipingdefi- commercial manifolds set the Model any TD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing position or on residential manifolds installed either horizontally(flow switch and draining the system. close the drain valve. on top)or vertically(flow going up).The Provisions for an alarm test flow on inlet of the Riser Manifold may be con- Step 3. Refer to Figure 6 for wiring netted 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) `� 5 1"x Close Nipple 1001025-01 Size Manifolds, � 41%W 1/2"x 30" 1001266-01 r .J 0 4 Figure 323 Reducing Tee, , ( MODEL RM-1 Grooved x NPT Threaded: yl '� ��t �;'!7f,�� RESIDENTIAL 1-1/2-3 Inch(DN40-DN80) ��I ' CAt Size Manifolds, ��7�i% •`� RISER MANIFOLD 1-1/4"x 1-1/4"x 1/2" 3231305GS �(i��..�� 2 4-6 Inch(DN100-DN150) / �i 1 Size Manifolds, � ` �1 I I /A 2"x 2"x 1/2" 3232005GS �i— ,'\�� (� U 5 Figure 577 Rigid Grooved /7,4-. r/ �3Coupling: `� 1-1/2-3 Inch(DN40-DN80) 5 / �Y "i� Size Manifolds, 4 il _ �.i `� 1-1/4" 57713AGCP �-' / •y` 4-6 Inch(DN100-DN150) 3 Nw di Size Manifolds, 2 l 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 procedure. this procedure. described in this 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 For assembly in Riser Manifolds grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. installed and in service, verify the fire and drain valve as applicable and install Step 4. Install Figure 815 Reducing protection system is de pressurized Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- and drained. Close the system supply on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- control valve,set commercial manifold ure 577 Grooved Coupling (5), align- sure relief valve outlet port.Reconnect test and drain valve to DRAIN or open ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- residential drain valve to relieve resid with pressure relief valve outlet port. let as necessary. ual pressure and drain system. Make Reconnect drain piping to Figure 323 Step 5. Install 1/2 inch x Close Nip- certain that drainage water will not tee drain outlet as necessary. 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 �i CONDUCTORS CLAMPING the terminal and serve as two PLATE separate connections.The TERMINAL wire must be severed to serve 1111111%ic.„/ 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 _0 WHITE WHITE BLACK 0 Y II L11 I� O Om BLACK o-O (LINE/HOT) H coQ Owz Q 0 Z OQQ (cm 0 0 Q ^ ^ CONTACT RATINGS: 0 0 �/V V Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC MO NC COM COM NC NO CD (�?�<p NOTE: U 1:1) Q Q When connecting to a UL Listed control panel, use panel resistor rating 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 ( oAU �Oo� Oo !!0 7 go or ) 0,,, \S31 Niro- - 13"1 y NRMO OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED m A ON DETENT ON DETENT ON DETENT ... pot � MODEL TD-1 7 T _ O � � C--N __ �Jl TEST AND RAIN [[�,+' I 1/ r' VALVE �--�1 VALVE �L k/ "1 �M� 0 :o<O)\1 ) t:0 0 0 ( 100 m■I b e o{Z o o * 7 '�/N� / �/ _ FLOW'i I I ,I) 0 I I 9 c ^� ��_— DRAIN — 1 9 ID]r-, , 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 signal station to which the alarms are Drain valve on commercial models. The owner is responsible for the connected, and notification must be Step 5. Verify that the static (i.e., not inspection,testing,and maintenance of given to the building occupants. flowing)pressure indicated by the pres- their fire protection system and devices sure gauge is no less that originally in compliance with this document, as The following inspection procedure recorded for the system when it was well as with the applicable standards must be performed as indicated, in first installed. of the National Fire Protection Associa- addition to any specific requirements tion (e.g., NFPA 25), in addition to the TFP963 Page 8 of 8 Limited Ordering Optional 175 psi Pressure Relief Kit 9 Specify: Pressure Relief Kit, Model Warranty Procedure RM-1 Riser esi Mential (specify Commer- 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 1 1400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. VICO TEFLON is a registered trademark of DuPont Fire Protection Products FireLock® C g)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- designed for hydrodynamic efficiency and available in 2"/50mm—3"/80mm(Series 717H)and 21/2"/65mm—12"/300mm(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 (z —3"/e5—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—12"/100—300mm) noir Approval/Listing Service Pressures 6 P Series 717H Size cULus FM LPCB Vds 2"/50mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517kPa 71476Smm up to3Ct.>siUS1/kPa i:pto36upsi/2S1/kPa uptoi66psi//I, 'a uoto36Spsi;251iki 76.1 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 upto365psi/2517kPa up to 365 psi/2517 kPa upto365psi/2S17kPa up to 365 psi/2517 kPa (2-3"/50-80mm) 47100mm. rva na rva n/a 5'Y125mm rva n,a n/a n;u 139.7mm isa is na .a 67150mm n/a na. na nia.... 165.1mm rva n/a n,a isa 8"/200mm rva 107250mm rva n/a rva n a. 12"/300mm to n/a n/a isa Approval/Listing Service Pressures Series 717 Size a x•w•, .., .. .... „I f., 2"/50mm n/ate n/a 21/2765 mm up to 250 psi/1725 kPa n/a up to 365 psi/2517 kPa n/a 761 mm up to 250psV1715kPa n/a up to 365 psi/2517kPa up to l6bai/232 psi 3780 mm up to 250 psV1725 kPa n/a up to 365 psi/2517 kPa up to 16bar/232 psi 47100mm up to 365 psi/2517 kPa upto365psi/2517kPa up to 365 psi/2517 kPa up tol6bar/232psi 57125 mm up to 365 psi2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa n/a 139.7mm up to 365psi2517kPa up to 365 psi/2517kPa up to 365 psi/2517 kPa up to 16bar/232psi 67150mm up to 365psi2517kPa upto365psi/2517kPa upto365psi/2517kPa up to l6bar/232 psi 1651mm up to 365 psi2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa n/a 87200mm up to 365 psi2517 kPa up to 365 psi/2517 kPa up to 348 psi/2400 kPa up to l6bar/232 psi 10"/250mm up to250psV1725kPa up to 250 psi/1725 kPa up to 1725 kPa/250 psi n/a 127300 mm up to 250 psV1/25 kPa up 10 250.si/1725 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 ictaullc° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV P 10.08 1 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 ireLocz eck Valves SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB DIMENSIONS-Series 717 Approx. Imo-A-)1 B N Size Dimensions-Inches/millimeters Wgt.Ea. Ili,!�II O ct TYPICAL 2 y-3"/66-8OMM 2'k 2.875 3.88 4.26 3.57 _ 3.6 65 73.0 99 108 91 - - - - - 1.6 76.1mm 3.000 3.88 4.26 3.57 3.6 < 76.1 99 108 91 7 6 R If-® 3 3.500 4.25 5.06 4.17 4 5 0111 4 rr 4 - 80 88.9 108 129 106 - - - 2 0 1111 1111I i_i 4 4.500 9.63 6.00 3 88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 III100 114.3 245 152 99 70 89 51 114 89 85 91 DF I _ �•_ 5 5.563 1050 6.80 4.50 4.17 2.15 5.88 1.08 3.98 2/.04-K-*I A I 125 141.3 267 173 114 106 55 149 104 101 12.3 B J IF 0 13 J.7 rrrrri 5.500 1050 6.80 4.S0 _ 4.17 2.15 5.88 4.08 3.98 27.0 139.7 267 173 114 106 55 149 104 101 12.3 0 'h"NPT Upstream Drain '/z"NPT Downstream Drain 6 j 6.625 11.50 8.00 5.00 4.50 2.38 6.67 4.73 3.89 38.0 CD 2"NPT(Drain Optional) 150 168.3 292 203 127 - 114 61 169 170 99 172 TYPICAL 4-8'/100-200MM 165.1 mm 6500 11.50 8.00 5.00 _ 4.50 2.38 6.67 4.73 3.89 38.0 165.1 292 203 12/ 114 61 169 120 99 1/2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 A 200 219.1 356 251 154 128 144 55 225 144 146 29.0 `-._J 1II �f II 0 10.750 1700 12.00 7.09 596 6.69 2.15 10.92 6.73 100.0 U 250 2.7.0 4325305 180 151 1704 2.5155 277 171 - 45.4 I� II D f 01 12J 9 19.50 14.003568.06 6.91 7.61946412.8151967.73 1 3 5 p F 300 323.9 495 356 205 176 94 64 925 96 635 -I K-. 9 j 0 ©l0'NPT Upstream Drain ®10 NPT Downstream Drain TYPICAL 10-127250-300 MM DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.A Ea. z _ ii�� ,l�II �1' 2. _ _ 2 8.66 6.46 3.23 1.48 3.02 2.80 4.25 10.7 L II,� 60.3 219.8 164.1 82.1 375 76.7 71 0 1080 4.9 21/2 9.37 6.94 3.31 1.66 3.40 3.38 _ 4.38 13.8 73 238.0 176.3 84.1 42.2 86.4 85.9 111.3 6.3 R 1 76.1 mm 9.37 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 6 3 TYPICAL 2"/60.3mm-3"/88.9mm -_ 3 9.62 7.44 3.53 1.91 3.65 3.38 _ _ 4 63 20.0 88.9 244.3 189.0 89.7 48.5 92.7 85.9 117.6 9.1 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC.ta IL��IC 10.03...2 REV P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 FreLock® k. hhves 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—3"/50—80 mm):CF8M Cast Stainless Steel • Series 717(21/—3"):Aluminum bronze with elastomer seal • Series 717(4—12"/100—300 mm)Elastomer-coated ductile iron Shaft: • Series 717H(2—3750-80mm): Brass • Series 717(21 —3"):Type 416 Stainless Steel • Series 717(4—127100—300 mm)Type 316 Stainless Steel Spring:All sizes Type 302/403 Stainless Steel Shaft Plug: • Series 717H(2—3"/50—80 mm):Type 416 Stainless Steel • Series 717(21 —12765-300mm):Carbon steel zinc plated Pipe Plug: • Series 717H(2—3"/50—80 mm):carbon steel zinc plated • Series 717(4—127100—300 mm):Carbon steel zinc plated www.victaulic.com jctaulic' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 FreLock® 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. S717H/717HR 10 vi c 1 yo o` ( C 0.1 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 100.00 j l j I j l I I — I III si IMF —I MOO w 0- 1.00 100 1000 10000 FLOW RATE(Litres/Min) www.victaulic.com ictauluc® VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. .. REV P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 'i-rtoc '{ 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. S717/717R 10 vi a F i Ali- F . F`cA F ^� I� 4j of )C , N ro �� ti� ti� ti� 3� 8 1 -�ti M h.o, v. 1/ w v., v, I_�CC 1/1;p1;w !III/ a 0.1 10 100 1000 10000 100000 FLOW RATE-G.P.M. S717/717R 100.00 I I -- rF i I 1 I . _-T-' 1 i i ti I : I I I I I II I I II f I,II I i 1 a — 1 ------ I i ��t I� -i-, Y : I1 I 1 1 I I 1 , I 1 III I I I e I F 1 1 F to ! I ,I I I ' Il I!F of cF'e, Io ,moo l O0 10.00 al I 11 ro� o 1 -9 M°9 11 I I LU CC I I i� t In-I M bMhGJ NAti titiM -'-1 ' :, of• _.___-1--} _- �:—_- L 4- 4-i- v) f 'II Irt ICI -1 1 - I? 1 1111 000 I �, I // 1.0o 1 I1III 1 / OP 10.00 100 moo l0000 100000 FLOW RATE(Litres/Min) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. lcitaulld REV P 10.08 5 or ° heck kralves SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB 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. For complete contact information,visit www.victaulic.com 10.08 1479 REV P UPDATED 6/2011 ictaulic VIC IAUI IC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESFRVED. 10.08 II �ffb 5 Fire Department ;1)1 Connection, € Straight Pattern 9 ht 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 proper identification sign has OVERTIGHTENING MAY CLv 3.0930 x 6 TP GIN-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 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©1995-2010 Fire Protection Products,Inc(FPPI) , ,a ;,,„ For questions: 1 800 344-1822•1 800 344-3775 fax•www.fppi.com rev071410 Angle Hose Valves °, UL ULC and FM App roved PPI° Description . mr Angle hose valves feature all brass" construction with forged or cast bodies for rigidity and light weight.Typical uses are in rack assemblies or any other application which requires a listed fire hose valve.Available in rough brass or polished chrome finish with a red hand wheel. UL, ULC and FM Approved. Rated 300psi Installation Specifications Install in accordance with customary installation practices. Use an approved thread sealant such as PipeFit Thread Sealing Paste with PTFE on the male Material: Cast or Forged Brass*Body threads to which the valve is being installed. Finish: DO NOT OVER TIGHTEN. Over tightening of the valve duringRough Brass g g installation Polished Chrome' to the male pipe threads may crack or deform the valve body. Only use tools suitable for the installation of this product. Do not use pipe wrench Threads: extenders to increase leverage on pipe wrenches.This may result in valve 2'/z"FNPT x FNPT damage as well as personal injury. FNPT x MNST` M BCT MOST MONT MPHX MTEM MCLV 2' "GRV x FNPT GRV x MNST 11"FNPT x FNPT FNPT x MNST Friction loss is less than 3 psi thru an equivalent length of pipe per UL Standards. *Contains lead.Not for use in water systems intended for human consumption. 3198 LIONSHEAD AVE CARLSBAD, TE +11 76 599 1 0 1168 822 0 FAX+1 800 344-3775 ©2012 Fire Protection Products,Inc. ® C UL 0 LISTED LISTED APPROVED IT Ill!. Y Worldwide Fire Protection Contacts www.tyco-fire.com Products BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technical Description Data TYCO CPVC Pipe and Fittings pro- Sizes duced by Tyco Fire Protection Prod- 3/4 Inch thru 3 Inch ucts (TFPP) are designed exclusively Maximum Working Pressure 1, for use in wet pipe automatic fire 175 psi sprinkler systems. The TYCO CPVC Approvals Pipe and Fittings are produced from UL and C-UL Listed -, BLAZEMASTER CPVC compound FM Approved . that is a specially developed thermo- LPCB Approved '. plastic compound composed of post NSF Certified chlorinated polyvinyl chloride (CPVC) MEA Approved »� City of Los Angeles resin and state of the art additives. TYCO CPVC Pipe and Fittings are (Refer to Installation Handbook IH-1900 '�41 easier to install than traditional steel dated June 2008 for exact listing/approval pipe systems, and at the same time, information.) provide superior heat resistance and Manufacture Source Installation strength as compared to traditional U.S.A. TYCO CPVC Pipe and Fittings are to CPVC and PVC piping materials used Material be to be installed in accordance with in the plumbing trade. Various adapt- Pipe: Installation Handbook IH-1900 dated ers are available to connect CPVC ASTM F442,SDR 13.5 April 2016. pipe to metallic piping.All female pipe Fittings: thread adapters have brass inserts for ASTM F438(Sch.40). durability. Grooved adapters connect ASTM F439(Sch.80) directly to grooved end valves and ASTM F1970 metallic pipe,with flexible grooved end Color couplings. Orange NOTICE The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction.Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Page 1 of 2 APRIL 2016 TFP1915 TFP1915 Page 2 of 2 Care and Limited Maintenance Warranty TYCO CPVC Pipe and Fittings are to be For warranty terms and conditions,visit maintained and serviced in accordance www.tyco-fire.com with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion,testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction.Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected,tested,and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. ttca BLAZEMASTER is a trademark of The Lubrizol Corporator. Fire Protection Products 1 „,„,, AL17L17I1M 1.1!iiix i:.::: SIDEWINDER® FOR WOOD -Horizontal Applicationp:(Fis-,,,, „ Application Product Features f ':,,,,:i::: Not less than 2"nominal width :x •No pre drilling required. (1-1/2°)up to 3-1/2"pipe;not less than 3"(2-1/2")nominal width 4"&5"pipe •Quick to install using the Sammy - --I —► Floor Joist „ Nut Driver with an 18V cordless Minimum 2-1/2"from bottom for drill/driver. branch lines.Minimum 3"from bot- s tom for main lines.Exception:This •Saves time from traditional J requirement shall not apply to 2"or methods. W thicker nailing strips resting on top of W steel beams. — lik ‘' .,,t.i..5ii-,' •Reduces installation costs. roil Made in the U.S.A. t f " . til, A, a 1 I *Predn g may be regiured for Model .,, �, S4yte on page 11. Watch a video demonstration at J www.itwbildex.com W Rod Part Screw Ultimate UL Test Box Case I,%w Approvals Model Size Number Descriptions Pullout(Ibs) Load(Ibs) Qty Qty V, HORIZONTAL MOUNT . .,. " . ,., _ : 1 .; , , : . t- 1/4' 8019957 SWG 200 1/4 x 2" 1725(Fir) 25 125 Q 3/8" 8020957 SWG 10 1/4 x 1" 622(Fir) 300 25 125 l l 3/8" 8021957 SWG 20 1/4 x 2" 1725(Fir) 1050 25 125 — _ 3/8" 8073925 SWG 20-SS 1/4 x 7 1725(Fir) 850 25 125 et, 3/8"* 8022925 SWG 25-380 3/8 x 2-1/2" 2249 (Fir) 1500 25 125 .; 3/8" 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 15..t hider iti Ct'df`r k 61";G9 `May require pre-drilling.consultjoist manufacturer. SAMMYS SWIVEL HEADTM FOR WOOD - Swivel Application v Z 74`. Application Product Features V WOOD JOIST •Eliminates distortion of threaded rod. OR RAFTER BN.GSTICST20 �y Accommodates up to 3'h"x 12 pitch roof. •Allows 17°deflection from vertical. i y R�R—P •Saves time from traditional methods. t W 4,1`. •Reduces installation costs. 1 Ct •Made in the U.S.A. ' Q HANG ER ?>� MAx ANGLE 89° t Rod Part Screw Ultimate UL Test Load FM Test Min Box Case LU Approvals Model (Y Size Number Descriptions Pullout(Ibs) (Ibs) Load(Ibs) Thickness Qty Qty , V .£._ " .:: s °4a L ' ? .ate ";.:. r '.w:.:=e S 7_-. 1.. el #14 Black ,,Q �3/8' 8139957 SH-GST 20 1/4 x 2" 1257(Fir) 050 1475371'25 25 Nut Driver ,- 3/8" 8141957 SH-GST 30 1/4 x 3" 1720(Fir) 1500 " 1475 25 125 Dart#8113910 1903 Dim.Lumber 1500y,_g" Q, 3/8"* 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 550 @ 45° 25 125 Dim.Lumber Cl)903 Dim.Lumber loill 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 @ 45°off vertical 25 125 Q Dim.Lumber `May require pre-drilling.consultjolst manufacturer. Q 4 a a 5 To find a distributor near you,call 800-BUILDEX Pipe Hangers Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig.B3170NF) ®Tal ca Fig. 200F- "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig.B317ONFF) U1 Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig.B317ONFC) LISTED Fig.200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig. 200 - 1/2" (15mm)thru 8" (200mm)pipe Material: Steel, Pre-Galvanized to G90 specifications ,w Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. �! Features: u • (1/2" (15mm)thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily B installed around pipe. A For hanger with non-captured nut order Fig. 200S. `, • (21/2" (65mm)thru 8" (200mm)) Spring tension on nut holds it securely in ��= ' hanger before installation. Adjusting nut is easily removed. ff Approvals: Underwriters Laboratories listed (1/2" (15mm)thru 8" (200mm)) - Fig.200-Vz.200-3/a in the USA(UL) and Canada (cUL)for steel and CPVC plastic pipe and Factory Mutual Engineering Approved(FM) (3/4" (20mm)thru 8" (200mm)). Fig.2001to200-2 Fig.200-2Vzto200-8 Conforms to Federal Specifications WW-H-171 E &A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69& SP-58, Type 10. a. Maximum Temperature: 650°F(343°C) Finish: Pre Galvanized. Stainless Steel - materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of a, c FM DS 2-0. " c, Ix __,`: Fig.200 Fig.200C Fig.200F Pipe Size Rod Size A B Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2" (15) 3/8'-16 31/8" (79.4) 25/8" (66.7) 11 (5.0) 200-3/4 3/4" (20) 3/t"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (251 3/8"-16 33/8" (85.7) 25/8" (66.7) 12 (5.5) 200-11/4 11/4" (32) 3/8"-16 33/4" (94.0) 27/8" (73.0) 13 (5.9) 200-11/2 11/2" (40) 3/8"-16 37/8" (98.4) 27/8" (73.0) 14 (6.4) 200-2 2" (50) 3/8-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200-21/2 21/2" (65) 3/8"-16 55/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) 3/8"-16 57/8" (149.1) 4" (101.6) 29 (13.3) Fig.200S 200-31/2 31/2" (90) 3/8"-16 73/8' (187.3) 51/4" (133.3) 34 (15.6) 200-4 4" 1100) 3/8"-16 73/s" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"-13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 6" (150) 1/2"-13 101/8" (257.2) 63/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2"-13 131/8" (333.4) 83/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 21 }y Pipe Clamps Fig.28M - Offset Hanger& Restrainer for CPVC Plastic Pipe and IPS Steel Pipe** 1 TcaLct' Size Range: 3/4' (20mm)thru 2" (32mm) C U( DM Material: Steel, Pre-Galvanized LISTED Function: Designed to be used as a hanger and restrainer for CPVC piping or steel piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces • Unique snap-on design holds pipe firmly in place and allows retrofit type of installation •The "Stand-Off" design eliminates the need for wood block extension •Can be installed on horizontal or vertical piping regardless of mounting surface orientation A •Attaches easily to wood structure with two hex head self-threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/16" (7.9mm) extension socket eliminating impact tool damage to pipe Ito. •Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4" x 1" tek type self drilling tapping screws c •cULus Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1"screws are exposed, use Fig. 27B speed nut to secure a Approvals: Underwriters Laboratory Listed in the USA(UL) and Canada(cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, q 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Figure number and pipe size ° Fig.27B 12►Required Patent#7,744,042 ** With reduced spacing, consult factory. i-f ,t p 1 ;- T a a I t J IL J1 ° c----Y Hanger and Restraint r l Application a d° a a ' `` =IF:h�•• //__Z' �T a \ r----y Restraint Fig'27B E k----d (1)Required v A r High Side of Hanger j Q. Restraint Detail A Hanger Application Pipe Size A Hole Dia.B C Max Spacing* Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 28M-3/4 3/4" (20) 2" (50.8) 3/16 (4.8) 35/16" (84.1) 5'-6" 11676) 9 (4.1) 28M-1 1" (25) 21/8" (54.0) 3/16" (4.8) 31/2" (88.9) 6'-0" (1829) 12 15.4) 28M-11/4 11/4" (32) 25/16" (58.7) 3/16" (4.8) 31/2" (88.9) 6'-6" (1981) 13 (5.9) 28M-11/2 11/2" (49) 27/16" (61.9) 3/16" (4.8) 37/8" (98.4) 7'-0" (2133) 14 (6.3) 28M-2 2" (50) ' 25/8" (66.7) 3/16" (4.8) 47/16"(112.7) 8'-0" (2438) 15 (6.8) * Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 41 by . . Pipe Clamps Fig.24- Hanger for CPVC Plastic Pipe&IPS Steel Pipe** ®TOLCO Double Fastener Strap Side Mounted (B-Line B3183) COOS Size Range: 3/4"(20mm)thru 2"(50mm) CPVC pipe LISTED Material: Pre-Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL)to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge(0.912mm)steel using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. `\ Features: Fig. 24 incorporates features which protect the pipe and ease installation.The flared edge design protects the CPVC pipe from ii any rough surface. Easily attaches to the building structure using the i• ` " two UL Listed hex head self threading screws* furnished with the r --„y_;' product. It is recommended that rechargeable electric drills fitted with ,',, a hex socket attachment be used as installation tools. No impact . - tools (such as a hammer) are allowed. Damage has been known to ,1 O result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. B Finish: Pre-Galvanized . �� B Order By: Figure number and pipe size A �� * Hardened hex head self threading screw is furnished with the ��-�1*. �� product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. CPVC Max.Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) Ft. (m) in. (mm) Lbs. (kg) 24-3/4 3/4" (20) 25/16" (58.7) 15/32" (27.8) 13/16" (30.2) 51/2 (1.67) 5/it' (7.9) 9 (4.1) 24-1 1" (25) 25/8" (66.7) 15/16" (33.3) 13/16" (30.2) 6 (1.83) 5/16" (7.9) 9 (4.1) 24-11/4 11/4" (32) 3" (76.2) 11/2" (38.1) 13/16" (30.2) 61/2 (1.98) 5/16'. (7.9) 11 (5.0) 24-11/2 11/2" (40) 31/4' (82.5) 15/8" (42.3) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 127/32" (43.6) 13/16" (30.2) 8 (2.44) 5/16" (7.9) 15 (6.8) Fig.25- Surge Restrainer ti c L a s c1 Size Range:-One size fits 3/4" (20mm)thru 2" (40mm) pipe. 1 \ LISTED Material:-Pre-Galvanized Steel \__ A. y Function:-Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity.The surge restrainer is easily and efficiently installed by snapping into a locking position on the ;'i-.� band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel .:1;,'„'„ '�:`•,,; pipe or CPVC plastic Pipe. t ' Approvals:-Underwriters Laboratories Listed only when used with ,, ` band hanger Fig. 200, in the USA(UL)and Canada (cUL). idilleti7 Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 1' 3/4° (20mm)thru 2" (40mm). -� . 1 Patent#5,344,108 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line by EA. 38 Fire Protection Solutions SID TIAL AUTOMATIC SPRINKLERS as ' D MODEL GL4110 & GL4910 FIRE SPRINKLER CORPORATION PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Model GL4110 and GL4910 Residential Sprinklers have a low profile yet durable design which utilize a 3mm frangible glass ampuleasthethermosensitiveelement.Theyfeatureeconomy, 'a m.. aesthetics and low flow. The combination of the 3mm frangible glass ampule and spe- _ =Ft cially designed deflector make the Model GL4110 and GL4910 Residential Sprinklers the ultimate in life safety and fire control. • These Globe Pendent and Recessed Pendent Residential Sprin- klers have met the strict requirements of Underwriters Laboratories Inc. as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626,and should be used accordingly. These sprinklers should also be installed in accordance with the appropriate NFPA Standard 13, 13D or 13R and under the direc- tion of the approving authorities having jurisdiction. RESIDENTIL The heart of Globe's Model GL4110 and GL4910 sprinklers PENDENT proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pres- sure within the ampule exceeds the strength ofthe glass causing the - glasstoshatter. This results in waterdischarge which is distributed in an approved pattern. TECHNICAL DATA .: r • 4,0 See reverse side for Approvals and Specifications. .„,..„,- *Temperature Rating - 155°F(68°C), 175°F (79°C). '.. •Water Working Pressure Rating - 175 psi (12 Bars). 411 'j. . •Factory tested hydrostatically to 500 psi (34 Bars). RESIDENTIAL Maximum low temperature glass bulb rating is-67°F(-55°C). RECESSED PENDENT •Frame - bronze * Deflector- brass * Screw- brass •Bulb seat-copper • Spring - nickel alloy • Seal -teflon •Bulb-glass with alcohol based solution, 3mm size. •Escutcheon Assembly-steel •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVA ILA BLE SPRIN KLER BULB N.F.RA.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY sue, , 55°F ,i„---,v11wc. RED ,100° ' 6 £3 75�F , �� ° INTERN YELLOW 1 q s�INTERMEDIATEATE �_ �� '790� � U 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX989-846-9231 SEPTEMBER 2010 A-1 BULLETIN GL4110/GL4910,REV.#6 AUTOMATIC SPRINKLERS MODEL GL4110 & GL4910 PENDENT e RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN THREAD 155°F 175°F NYC-DOB MODEL K FACTOR SIZE LENGTH FINISHES 68°C 79°C' cULus MEA 101-92-E Factory Bronze GL4110 4.1 (58 metric) Satin Chrome' 1/2" NPT 2 1/2" Chrome X X X X (6.4 cm) White Polyester2 GL4910 4'9 (68 metric) Black Polyester2 Nominal Lead Coated' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. C-U.L.LISTED CORROSION RESISTANT- INSTALLATION DATA GL4110 POLYESTER MUST BE SPECIFIED5°FO1 ON ORDER. 'GL4110 ONLY LISTED 175°F FOR 12'X 12'ROOM PENDENT AND RECESSED PENDENT MODEL MAXIMUM AREA MINIMUM WATER DISCHARGE & OF COVERAGE PRESSURES NEEDED PER SPRINKLER * 12' x 12' 11 G.P.M. -7.2 P.S.I. GL4110 14' x 14' 12 GP.M. - 8.6 P.S.I. 16' x16' 14 GP.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT 12' x 12' 13 GP.M. -7 P.S.I. 14' x 14' 14 GP.M. -8.2 P.S.I. GL4910 16' x 16' 14 GP.M. -8.2 P.S.I. 18' x18' 18 G.P.M. - 13.5 P.S.I. 20' x 20' 20 GP.M. - 16.7 P.S.I. *WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS,A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. CROSS SECTION ORDERING INFORMATION 2 15/16" DIA. SPECIFY 2" MIN. DIA. °Quantity • Model Number ° Style HOLE IN CEILING Y _, 29/32 D,A_ Orifice ° Temperature ° Finishes desired •Quantity-Wrenches- P/N 325390 ,;' REDUCER °Quantity - Recessed Wrenches - P/N 325391 °Quantity-Proctective Caps-P/N 327109-CAP 1/S" MIN. r (Friction Fit Recesed) I 5/8" MAX. il �� „8 GLOBE® PRODUCT WARRANTY iv.1) f Globe agrees to repair or replace any of its own CEILg_O 1.. MIN manufactured products found to be defective in mate- rial or workmanship for a period of one year from date CUP j + of shipment. RETAINER For specific details of our warranty please refer to 1/2"ADJUSTMENT RECESSED PENDENT Price List Terms and Conditions of Sale(Our Price List). 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com SEPTEMBER2010 PRINTED U.S.A. BULLETIN GL4110/GL4910,REV.#6 r-a. ESPO SE AUTOMATIC SPRINKLERS I t' ' GL SERIES 7E57 so UPRIGHT PENDENT FIRE SPRINKLER CORPORATION VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure 1114, within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL *See reverse side for Approvals and Specifications. SIDEWALL • Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) *Water Working Pressure Rating - 175 psi (12 Bars) '` .``' •Factory tested hydrostatically to 500 psi (34 Bars) •Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE •Frame - bronze • Deflector - brass • Screw - brass HORIZONTAL LPC/CE •Lodgement Wire - stainless steel SIDEWALL HORIZONTAL Bulb seat - copper • Spring - nickel alloy 0, Seal - teflon SIDEWALL Bulb - glass with alcohol based solution, 3mm size •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 5 F3 5 � ORANGE/RED Ii� 7,7 INTERMEDIATE 2� 1 " YELLOW/GREEN ilk 'jIa� ir, HIGH � 8Sa i,�� G'3 4Cm - g, BLUE 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 A FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL 0 CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester 3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester 2'3 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. ' HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F cULus FM LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8* LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8* LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLr GL8133 8.1 LH X X X X X X — — — — GL2826§ 2.8 LH X X X X X X — — — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — — — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X — — X GL5627= 5.6 LH/OH X X X X X — — X X — GL8127§ 8.1 LH/OH X X X X X X — — — — CONVENTIONAL GL5624 5.6 LH/OH X X X X X — — X X — (OLD STYLE) GL8125 8.1 LH/OH X X X X X — — X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING.FM APPROVED 4"TO 6"BELOW THE CEILING. =INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. 1PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE®PRODUCT WARRANTY SPECIFY °Quantity . Model Number * Style Globe agrees to repair or replace any of its own manufactured °Orifice 0 Thread Sizes ® Temperature products found to be defective in material or workmanship for a Finishes desired period of one year from date of shipment. •Quantity-Wrenches- P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 al � 0.p. 989-846-4583 FAX 989-846-9231 FIRE I•UPON 1-800-248-0278 www.globesprinkler.com SPRINKLER KLER C RP JUNE 2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 ICK ES ON E AUTOMATIC SPRINKLERS 'mama $1, GL SERIES WEI War NNE, 110 DRY TYPE FIRE SPRINKLER R HORIZONTAL SIDEWALL RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler is designed for use in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary horizontal pipe nipples. The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times fasterthan ordinary sprinklers. At the ampule's rated temperature, the sprinkler opens releasing the bulb seat, QUICK RESPONSE causing the inner tube assembly to move, allowing the spring assembly to pivot DRY NON-ADJUSTABLE alongside the inner tube. At this time, water flows through the sprinkler and is HORIZONTAL SIDEWALL distributed by the deflector, in an approved discharge pattern. It can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a "tl hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands willowg „ increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. QUICK RESPONSE DRY SLEEVE & SKIRT TECHNICAL DATA HORIZONTAL SIDEWALL • See reverse side for Approvals and Specifications. • Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). • Water Working Pressure Rating - 175 psi (12 Bars). fain • Factory tested hydrostatically to 500 psi (34 Bars). I • Maximum low temperature glass bulb rating is -67°F (-55°C). E -- • Frame- bronze Deflector- brass . Screw- brass • Bulb seat- brass Spring -teflon coated nickel alloy QUICK RESPONSE • Retainer- brass • Pin - stainless steel • Torsion spring - stainless steel DRY RECESSED • Bulb - glass with alcohol based solution, 3mm • Orifice insert- brass HORIZONTAL SIDEWALL • 3/4" NPT or 1" NPT Outer tube - galvanized steel pipe Inner tube - stainless steel • SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY _ 135° /15 'P��l 57e8°0 :, ORANGE/RED �� t '� 3 INTERMEDIATE La 175 T7200F 79°C/93°G ��' YELLOW/GREEN 15O°r BLUE 225 F 10 HIGH � 2t�6°F w' 141°C ° ° 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 ® FAX 989-846-9231 JULY 2010 A-58 BULLETIN GL5641, REV. #14 I AUTOMATIC SPRINKLERS GL SERIES DRY TYPE SPECIFICATIONS NOMINAL "K' FACTOR THREAD SIZE LENGTH FINISHES cULus Factory Bronze 5.6 (80 metric) 3/4" or 1" NPT Variable to Satin Chromes 48" Bright Chrome FM White Polyester 8.1 (116 metric) 1" NPT Variable to Black Polyester 36" Lead Coated2 NOTE: Metric Conversions are approximate. 'Finishes available on special order. cULus listed corrosion resistant: Polyester must be specified on order. 2Lead Coated is UL approved only. APPROVALS 135°F 155°F 175°F 200°F 286°F STYLE SIN CODE K FACTOR THREAD SIZE " FM cULus 57°C 68°C 79°C 93°C 141°C HORIZONTAL GL5641 5.6a 1" NPT X X X X . X X X SIDEWALL GL5642 5.6a 3/4" NPT X X X X X - X GL8141 8.1b 1" NPT X X X X X - X RECESSED GL5641 5.6a 1" NPT X X X X X X X HORIZONTAL GL5642 5.6a 3/4" NPT X X X X X - X SIDEWALL GL8141 8.1b 1" NPT X X X X X - X NOTE:"Listed for light hazard only with deflector from 4"-12"below the ceiling. 'Recessed for light and ordinaryllhazard- M with deflector from d 200 below the ceiling. IMPORTANT INSTALLATION DATA 'Recessed Horizontal Sidewall-FM Approved 155'F and 200°F only. Horizontal Sidewall-FM Approved 155'F,200'F,and 286°F only. Globe GL Series Dry Horizontal Sidewall sprinklers should be installed in accordance with the requirements set forth in CROSS SECTIONS NFPA 13. These sprinklers are to be installed using a pipe wrench applied to the outer tube.When this is not possible,the -. = , «« i proper sprinkler head wrench may be used with extreme care ~"`""%; for lengths up to approximately18".Excessive force may distort E ' h:-.'.' the frame thus destroying the unit. L!`^ / �M When installed in a wet system extending into a freezing _, r _ -,1�,'_ ? area see chart on Dry Caution Sheet for minimum exposed farbarrel length toprevent ice plugs. Please refer to our„' . ,A_ �; - 9 P 9 Dry t - 1 L � Caution sheet for further important installation data. r 1 iz o�,«„i xo.E ,.w a Z. ��cussmoR =fl ` i n, ORDERING INFORMATION "' "" t '''"'° SPECIFY EXTENDED RECESSED «Quantity " Model Number b Style HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL +Orifice • Temperature °Finishes desired Quantity-Wrenches-P/N 333010 'M.«i;,.',°r 1 r',';);«,'!'wa"-1 "Quantity-Recessed Wrenches-P/N 337014 fACE,,,"“— j """ACE •Quantity-Protective Caps-P/N 327109-CAP(Friction Fit OF CE OF / o "F,�E Recessed) "Escutcheons desired ,G I "«"'" ""m + spa L ""A"Dimension-Distance from face of fitting to the finished I' :11rhai- . i_°A. ceiling regardless of escutcheon used. a.««�% t S ,oil.°.«pr ", �, SURFACE " .K ESCUTCHEON GLOBE®PRODUCT WARRANTY ANSI«s, �' CUSS L"'M«'" Globe agrees to repair or replace any of its own manufactured NON-ADJUSTABLE SLEEVE&SKIRT products found to be defective in material or workmanship for a HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). a I t " r 6 ".� 4077 AIRPARK DRIVE,STANDISH, MICHIGAN 48658 FIRE SPRINKLER CORPORATION 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY2010 PRINTED U.S.A. BULLETIN GL5641, REV.#14