Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
F1'6'24018- '/6' 7470 su/f/C/itIZUc Ct /ea les WE SUPPORT AND ENCOURAGE NICET CERTIFICATION 17.4 ri (s -ram x ¥' UTOMATIC TI - ' n '� C HYDRAULIC CALCULATION SUBMITTALS THE FIELDS APARTMENTS BUILDING 5 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 Ott- WE SUPPORT AND ENCOURAGE NICE€CERTIFICATION C£Rw TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CALCULATION DESIGN AREA I DESIGN AREA 2 DESIGN AREA 3 DESIGN AREA 4 PRODUCT DATA SHEETS BACKFLOW ASSEMBLY RISER MANIFOLD CHECK VALVE FDC CPVC PIPE & FITTINGS HANGERS RESIDENTIAL SPRINKLER PENDENT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER . WYAT FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire How PROJECT SW 77th Pl. & SW Hunziker ADDRESS SW 77th Pl. & SW Hunziker CROSS STREET FLO HYDRANT SW 77th Pl. & SW Hunziker LOCATION STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 DATED 05.04.18 MONITOR SW 77th HYDRANTPl. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner FORWARD FLOW CALCULATION AND AVAILABLE WATER FLOW AT PITOT Project Name: THE FIELDS - BUILDING 5 Job#: 2018 TF 005 Date: Sep-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 83 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 'Pipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 144.2 eqv ft added for BFP Loss 7.8 PSI @ 83 GPM Friction Loss in 1 1/4 Pipe 0.38 * 32 12.30 line 1 Friction Loss in 2 Pipe 0.07 * 5 0.33 line 2 Friction Loss in 2 Pipe 0.05 * 0 0.00 line 3 Friction Loss in 2 Pipe 0.05 * 144 7.80 line 4 Total Loss 20.43 Total Pressure Required @ Base of Riser 4 + 20 = 24 PSI Pressure Available at 83 GPM = 104 PSI Remaining Pressure 80 77% Static 104 Residual 100 Flow 2500 Prepared by Bob Knight, CET III (NICET# 100164) HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:10/3/2019 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) 410 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 181.9 Required Pressure at Source(psi) 87.2 Type of System Wet Volume-Entire System (gal) 169.5 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 5 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 Residual Available Node at Source Static Pressure Pressure Flow Pressure Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) SRC 104 100 2256 104 181.9 87.2 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 81.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.9 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 87.2 SRC -Flow(gpm) 81.9 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : 1 Supply 0 Supply;Safety Pressure System Demand lit Add.Out.Hose 0 Available At Source 1 150 140- 130 I. • • 104 psi @ 181.9 gpm fr .� .. '1 i 1 S2 1 Q • 8i . 7i 3 (n V) d 60 50 1 i 4. 3.. D1 l' 10 3 0 0 7080000001010120tD30m400500160017001800190020002100 2200 2300 2401 Flow, gpm it File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 81.9 87.2 D3 System Demand+Add.Out.Hose 181.9 87.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 91.5 16.8 181.9 Supply;Safety Pressure 94 85.9 6.8 181.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 200 4.9 0.1 20 16.7 0.109 21.7 19.6 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.101 20.1 16.8 Sprinkler 103 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 104 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 5 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: 1 104 27.79 4.9 20 1 1x(BM.Tee-Br)=5 9.46 150 16.7 1297 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.46 1.3 1297 36.29 -4.1 1 13x(BM.Tee-Run)=13 108.63 150 14.3 0020 36.29 16 1.101 lx(BM.Tee-Br)=5 38 0.0446 0 4x(BM.90)=20 146.63 6.5 0020 36.29 10.5 1 2x(BM.Tee-Run)=2 9.5 150 20.9 0022 36.29 26.5 1.101 2 0.1139 0 11.5 1.3 0022 36.29 14.4 1 lx(BM.Tee-Run)=1 6.46 150 22.2 0026 36.29 40.8 1.101 1 0.2542 0 7.46 1.9 0026 36.29 -6.7 1 2x(BM.Tee-Run)=2 7.58 150 24.1 0031 36.29 34.2 1.101 2 0.1828 0 9.58 1.8 0031 36.29 8.3 1 2x(BM.Tee-Run)=2 9.54 150 25.8 0036 36.29 42.5 1.101 2 0.2735 0 11.54 3.2 0036 36.29 4.8 1 5x(BM.Tee-Run)=5 61.45 150 29 0037 36.29 47.2 1.101 2x(BM.Tee-Br)=10 35 0.333 0 4x(BM.90)=20 96.45 32.1 0037 36.29 34.6 1.25 lx(BM.Coupl)=1 6.93 150 61.1 0340 36.29 81.9 1.394 1 0.292 0 7.93 2.3 0340 36.29 0 2 lx(us.90)=6.48 0.33 150 63.4 TR4 36.29 81.9 2.003 6.48 0.05 0 6.81 0.3 TR4 36.29 0 2 lx(coupling)=1.23 1.49 120 63.8 FS4-0 34.75 81.9 2.157 1.23 0.0527 0.7 2.72 0.1 FS4-0 34.75 0 2 1 0 64.6 Flow Switch FS4-I 34.66 81.9 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 1x(coupling)=1.23 1.33 120 67.6 CV4-O 33.04 81.9 2.157 1.23 0.0527 0.7 2.56 0.1 CV4-O 33.04 0 2 0.67 0 68.5 VIC 717 CV CV4-I 32.38 81.9 0 0 0.4288 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 69 VIC 705 B-FLY BF4-I 32.04 81.9 0 0 1.0975 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 lx(us.Tee-Br)=12.31 10.71 120 69.5 BR3 22.5 81.9 2.157 lx(us.90)=6.15 18.46 0.0527 4.1 29.17 1.5 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 75.2 CV-0 2.67 81.9 4.26 2x(us.Tee-Br)=52.67 59.25 0.0019 8.6 lx(us.45)=5.27 79.74 0.2 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psit/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 CV-0 2.67 0 4 0.83 0 84 CV-1F Check CV-I 1.83 81.9 0 0 0.2318 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 84.5 BFV-N BE-I 1.5 81.9 0 0 0.0779 0.1 *** 0.33 0.0 BE-I 1.5 0 4 lx(us.90)=13.17 0.67 120 84.7 FF 1 81.9 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 84.9 0648 -3.75 81.9 4.3 3.67 0.0014 2.1 8.42 0.0 0648 -3.75 0 4 lx(coupling)=1.9 103.53 150 87 0650-0 -3.75 81.9 4.22 lx(us.90)=18.99 20.89 0.0013 0 124.42 0.2 0650-0 -3.75 0 4 0.75 0 87.2 Gate A2360 0650-I -3.75 81.9 0 0 0.0022 0 *** 0.75 0 0650-I -3.75 0 4 1.41 150 87.2 SRC -3.75 81.9 4.22 0 0.0013 0 1.41 0 SRC 87.2 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 5 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/psiY) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 103 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.01 150 16.7 1296 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 20.01 1.4 1296 36.29 4.1 1 lx(BM.Tee-Run)=1 0.81 150 14.4 1295 36.29 24.1 1.101 1 0.0957 0 1.81 0.2 1295 36.29 20.1 1 lx(BM.Tee-Run)=1 2 150 14.6 1294 36.29 44.2 1.101 1 0.2943 0 3 0.9 1294 36.29 -14.4 1 2x(BM.Tee-Run)=2 11.69 150 15.4 1292 36.29 29.8 1.101 2 0.1421 0 13.69 1.9 1292 36.29 -14.4 1 6x(BM.Tee-Run)=6 49.64 150 17.4 1285 36.29 15.4 1.101 lx(BM.Tee-Br)=5 11 0.042 0 60.64 2.5 1285 36.29 11.2 1 2x(BM.Tee-Run)=2 9.5 150 19.9 1378 36.29 26.6 1.101 2 0.1152 0 11.5 1.3 1378 36.29 14.4 1 2x(BM.Tee-Run)=2 6.46 150 21.3 1382 36.29 41 1.101 2 0.2563 0 8.46 2.2 1382 36.29 -6.1 1 3x(BM.Tee-Run)=3 7.13 150 23.4 1452 36.29 34.9 1.101 3 0.1905 0 10.13 1.9 1452 36.29 4.4 1 2x(BM.Tee-Run)=2 7.95 150 25.3 1459 36.29 39.4 1.101 2 0.2376 0 9.95 2.4 1459 36.29 -4.8 1 11x(BM.Tee-Run)=11 137.5 150 27.7 0037 36.29 34.6 1.101 2x(BM.Tee-Br)=10 41 0.1871 0 4x(BM.90)=20 178.5 33.4 0037 61.1 Path No: 3 102 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 10.55 150 16.8 1295 36.29 20.1 1.101 1x(BM.90)=5 10 0.0684 -3.7 20.55 1.4 1295 14.6 Path No: 4 101 27.79 4.9 21.7 1 lx(BM.Tee-Br)=5 13.52 150 19.6 0002 36.29 21.7 1.101 lx(BM.90)=5 10 0.0789 -3.7 23.52 1.9 0002 36.29 -10.5 1 7x(BM.Tee-Run)=7 80.33 150 17.8 1285 36.29 11.2 1.101 lx(BM.Tee-Br)=5 12 0.0231 0 92.33 2.1 1285 19.9 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 5 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 1297 36.29 0 1 1x(BM.Tee-Run)=1 10.26 150 14.3 1296 36.29 4.1 1.101 1 0.0036 0 11.26 0.0 1296 14.4 Path No: 6 0026 36.29 0 1 3x(BM.Tee-Run)=3 45.8 150 24.1 1395 36.29 6.7 1.101 2x(BM.Tee-Br)=10 13 0.0089 0 58.8 0.5 1395 36.29 1.6 1 7x(BM.Tee-Run)=7 55.39 150 24.6 0031 36.29 8.3 1.101 2x(BM.Tee-Br)=10 37 0.0133 0 4x(BM.90)=20 92.39 1.2 0031 25.8 Path No: 7 1294 36.29 0 1 17x(BM.Tee-Run)=17 131.89 150 15.4 0022 36.29 14.4 1.101 2x(BM.Tee-Br)=10 52 0.0367 0 5x(BM.90)=25 183.89 6.8 0022 22.2 Path No: 8 1292 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 17.4 1378 36.29 14.4 1.101 2x(BM.Tee-Br)=10 44 0.0368 0 5x(BM.90)=25 105.14 3.9 1378 21.3 Path No: 9 1382 36.29 0 1 8x(BM.Tee-Run)=8 124.28 150 23.4 1394 36.29 6.1 1.101 4x(BM.90)=20 33 0.0075 0 1x(BM.Tee-Br)=5 157.28 1.2 1394 36.29 -1.6 1 17x(BM.Tee-Run)=17 130.07 150 24.6 1452 36.29 4.4 1.101 2x(BM.Tee-Br)=10 52 0.0042 0 5x(BM.90)=25 182.07 0.8 1452 25.3 Path No: 10 1459 36.29 0 1 22x(BM.Tee-Run)=22 187.07 150 27.7 0036 36.29 4.8 1.101 4x(BM.Tee-Br)=20 82 0.0048 0 8x(BM.90)=40 269.07 1.3 0036 29 Path No: 11 0002 36.29 0 1 10x(BM.Tee-Run)=10 114.57 150 17.8 0020 36.29 10.5 1.101 lx(BM.Tee-Br)=5 35 0.0206 0 4x(BM.90)=20 149.57 3.1 0020 20.9 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:THE FIELDS BUILDING 5 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: 12 1394 36.29 0 1 1x(BM.Tee-Br)=5 12.94 150 24.6 1395 36.29 1.6 1.101 5 0.0007 0 17.94 0.0 1395 24.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.21 ft/s occurs in the following pipe(s): (0340-0037) *** 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 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC i 1 1 1 1 i 1 1 104psi @ 181.9 gpm(81.9gpm+100gpm add.out.hose) l too: 95. 90- 85- _.,. 80_ 75_ � a. 70-, _ d 65 t dcr) 55- �� ®_ a 35: t 3 E[ g 30- 20 _. 0,..._ i , 10 .-1-- . �. ®_._..._._.,a., .. _�m .,._.. .__,.... �....._...,.._ , -am.. .... . ...._._.. 0 0 0 0 0 0 0 0 o O , m m r . Cr, O , O Vl N Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2179 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-l; Outlet Node: CV4-I 16.061 15.061- 1 i 14.061; 13.0617 __. _ ,....__. _.,_ 12.061" _. ... 11.061- . O. 10.061 A m �� d 9.0617 a 7 y8.061- ..... _, .� .._ .� ..._ .. __...,... ._.. �.._ 2-') I a 7.0617 ._ 6.061 _- _ _ ......... ..e....,....._..._. _ _._.-...........,.._. .. ...._.-.._ § .1 5.061 y _ ._.�m.,....._.. _,_ w�m.. gym....... ®........�.... - -...,...�m�......._„.m._m, 4.061i .. 3.061 2.061- 0.4 psi @ 81.9 gpm 1.061= �� 0.061'1 ,.eiii _ 1 0 O o o O N 7 .Op Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2180 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O 5.6- 4.6 N d 11 2.6 1 6- ® . 3 ' s 0.3psi@81.9 gpm 0.6" ._ __�. ... .___ .... ........ .._ _ ... . .__..____e... ._..._..._..___ .__........... 0 0 0 N 0 ^ ^+ N N a Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2181 (Flow Switch, Size = 2); Inlet Node: FS4-1; Outlet Node: FS4-O 3 psi @81.9gpm 0 2.8- .._ ...� ..�...., ..�._�.. _......�. _.-.�^ �...�...� ...�. , ,.-... .,...__..... -.�, -......,__...-. ------- 2.3 .__ �. — ........._. s Q NL8_a_ _ _...... ... .m� _.-.a.-.. �..-.�.. - ..,-........-.-,.�..e U) I do. E €0.8 0 3- m [ 0 0 0 0 0 0 0 0 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2182 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I . ::;: 1 - 1 2.928-, 1 ±— if y2.428- �m .. � -- i l a I I 1.428— a.� la- 0.928�.. 0.4287. .._. __. 1 t.__..__ ._ 3 N 7 00 N c. o N 0 00 O J 00 -,1- N N M v,, .0 O Cl Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2183 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5 3.5- — ' -1- t ._ Q y - 7 , V! a I 1.5_ —. .nm...r...._ ._.. m.... ................�._._._..v..... m�,.,.._......_....._, ...w.-mAw, - ( r 0.2 psi @ 81.9 gpm L- o o o N O ~Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2184 (Gate A2360, Size = 4); Inlet Node: 0650-I; Outlet Node: 0650-0 Q 0.743 N Vi I I o_ 0 0 0 , o N of Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 13 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:10/3/2019 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) 462 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) 182.5 Required Pressure at Source(psi) 91.4 Type of System Wet Volume-Entire System (gal) 169.2 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:THE FIELDS BUILDING 5 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, (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 104 182.5 91.4 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) 82.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.5 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 91.4 SRC -Flow(gpm) 82.5 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 2 Supply Supply;Safety Pressure System Demand it Add.Out.Hose 0 Available At Source 150 140_ 130: ,. 104 psi @ 182.5 gpm 1 S2 1 — 99 515 D3 a i 80� N N G) a 61 � z 5. 4I 30, } D1 �• 1� 0 0 708000000010E20030040050016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 82.5 91.4 D3 System Demand+Add.Out.Hose 182.5 91.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 89.4 12.5 182.5 Supply;Safety Pressure 94 83.9 2.5 182.5 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 0.104 20.8 17.9 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 0.108 21.7 19.6 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 202 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.17 150 16.7 1386 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.17 1.3 1386 36.29 -0.3 1 1x(BM.Tee-Run)=1 19 150 14.3 1385 36.29 19.8 1.101 1 0.0662 0 20 1.3 1385 36.29 20.8 1 2x(BM.Tee-Run)=2 39.48 150 15.6 1382 36.29 40.5 1.101 lx(BM.Tee-Br)=5 7 0.2504 0 46.48 11.6 1382 36.29 -11.3 1 3x(BM.Tee-Run)=3 7.13 150 27.3 1452 36.29 29.2 1.101 3 0.1363 0 10.13 1.4 1452 36.29 11.5 1 2x(BM.Tee-Run)=2 7.95 150 28.7 1459 36.29 40.7 1.101 2 0.2525 0 9.95 2.5 1459 36.29 -5.7 1 11x(BM.Tee-Run)=11 137.5 150 31.2 0037 36.29 35 1.101 2x(BM.Tee-Br)=10 41 0.1913 0 4x(BM.90)=20 178.5 34.1 0037 36.29 47.5 1.25 lx(BM.Coupl)=1 6.93 150 65.3 0340 36.29 82.5 1.394 1 0.2962 0 7.93 2.3 0340 36.29 0 2 1x(us.90)=6.48 0.33 150 67.7 TR4 36.29 82.5 2.003 6.48 0.0507 0 6.81 0.3 TR4 36.29 0 2 lx(coupling)=1.23 1.49 120 68 FS4-0 34.75 82.5 2.157 1.23 0.0534 0.7 2.72 0.1 FS4-O 34.75 0 2 1 0 68.8 Flow Switch FS4-I 34.66 82.5 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 71.9 CV4-0 33.04 82.5 2.157 1.23 0.0534 0.7 2.56 0.1 CV4-O 33.04 0 2 0.67 0 72.7 VIC 717 CV CV4-I 32.38 82.5 0 0 0.4303 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 73.3 VIC 705 B-FLY BF4-I 32.04 82.5 0 0 1.1136 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 lx(us.Tee-Br)=12.31 10.71 120 73.8 BR3 22.5 82.5 2.157 lx(us.90)=6.15 18.46 0.0534 4.1 29.17 1.6 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 79.5 CV-0 2.67 82.5 4.26 2x(us.Tee-Br)=52.67 59.25 0.0019 8.6 lx(us.45)=5.27 79.74 0.2 CV-0 2.67 0 4 0.83 0 88.2 CV-1F Check CV-I 1.83 82.5 0 0 0.2335 0.4 *** 0.83 0.2 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:THE FIELDS BUILDING 5 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 CV-I 1.83 0 4 0.33 0 88.8 BFV-N BF-I 1.5 82.5 0 0 0.0787 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 89 FF 1 82.5 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 1x(elbow.22.5)=3.67 4.75 140 89.2 0648 -3.75 82.5 4.3 3.67 0.0014 2.1 8.42 0.0 0648 -3.75 0 4 lx(coupling)=1.9 103.53 150 91.3 0650-0 -3.75 82.5 4.22 lx(us.90)=18.99 20.89 0.0013 0 124.42 0.2 0650-0 -3.75 0 4 0.75 0 91.4 Gate A2360 0650-I -3.75 82.5 0 0 0.0022 0 *** 0.75 0 0650-I -3.75 0 4 1.41 150 91.4 SRC -3.75 82.5 4.22 0 0.0013 0 1.41 0 SRC 91.4 Path No: 2 203 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.17 150 16.7 1387 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.17 1.3 1387 36.29 0.3 1 lx(BM.Tee-Run)=1 23.33 150 14.3 1392 36.29 20.3 1.101 4x(BM.90)=20 21 0.0696 0 44.33 3.1 1392 36.29 21.7 1 2x(BM.Tee-Run)=2 23.47 150 17.4 1394 36.29 42 1.101 2 0.2675 0 25.47 6.8 1394 36.29 -11.5 1 1x(BM.Tee-Run)=1 12.94 150 24.2 1395 36.29 30.5 1.101 1 0.1477 0 13.94 2.1 1395 36.29 -14.4 1 3x(BM.Tee-Run)=3 45.8 150 26.3 0026 36.29 16.1 1.101 lx(BM.Tee-Br)=5 8 0.0451 0 53.8 2.4 0026 36.29 11.3 1 2x(BM.Tee-Run)=2 7.58 150 28.7 0031 36.29 27.4 1.101 2 0.1214 0 9.58 1.2 0031 36.29 14.4 1 2x(BM.Tee-Run)=2 9.54 150 29.9 0036 36.29 41.8 1.101 2 0.2654 0 11.54 3.1 0036 36.29 5.7 1 5x(BM.Tee-Run)=5 61.45 150 32.9 0037 36.29 47.5 1.101 2x(BM.Tee-Br)=10 35 0.3358 0 4x(BM.90)=20 96.45 32.4 0037 65.3 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 201 27.79 4.9 20.8 1 lx(BM.Tee-Br)=5 9.17 150 17.9 1385 36.29 20.8 1.101 lx(BM.90)=5 10 0.0726 -3.7 19.17 1.4 1385 15.6 Path No: 4 204 27.79 4.9 21.7 1 lx(BM.Tee-Br)=5 9.17 150 19.6 1392 36.29 21.7 1.101 1x(BM.90)=5 10 0.0787 -3.7 19.17 1.5 1392 17.4 Path No: 5 1386 36.29 0 1 lx(BM.Tee-Run)=1 19 150 14.3 1387 36.29 0.3 1.101 1 0.0000 0 20 0 1387 14.3 Path No: 6 1382 36.29 0 1 2x(BM.Tee-Run)=2 6.46 150 27.3 1378 36.29 11.3 1.101 2 0.0237 0 8.46 0.2 1378 36.29 -3.7 1 2x(BM.Tee-Run)=2 9.5 150 27.5 1285 36.29 7.6 1.101 2 0.0113 0 11.5 0.1 1285 36.29 -3.7 1 17x(BM.Tee-Run)=17 194.9 150 27.6 0020 36.29 3.9 1.101 2x(BM.Tee-Br)=10 47 0.0033 0 4x(BM.90)=20 241.9 0.8 0020 36.29 3.6 1 2x(BM.Tee-Run)=2 9.5 150 28.4 0022 36.29 7.5 1.101 2 0.011 0 11.5 0.1 0022 36.29 3.8 1 lx(BM.Tee-Run)=1 6.46 150 28.5 0026 36.29 11.3 1.101 1 0.0237 0 7.46 0.2 0026 28.7 Path No: 7 1459 36.29 0 1 22x(BM.Tee-Run)=22 187.07 150 31.2 0036 36.29 5.7 1.101 4x(BM.Tee-Br)=20 82 0.0065 0 8x(BM.90)=40 269.07 1.8 0036 32.9 Path No: 8 1394 36.29 0 1 17x(BM.Tee-Run)=17 130.07 150 24.2 1452 36.29 11.5 1.101 2x(BM.Tee-Br)=10 52 0.0244 0 5x(BM.90)=25 182.07 4.4 1452 28.7 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:THE FIELDS BUILDING 5 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: 9 1395 36.29 0 1 7x(BM.Tee-Run)=7 55.39 150 26.3 0031 36.29 14.4 1.101 3x(BM.Tee-Br)=15 42 0.0369 0 4x(BM.90)=20 97.39 3.6 0031 29.9 Path No: 10 1378 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 27.5 1292 36.29 3.7 1.101 2x(BM.Tee-Br)=10 44 0.003 0 5x(BM.90)=25 105.14 0.3 1292 36.29 3.7 1 2x(BM.Tee-Run)=2 11.69 150 27.8 1294 36.29 7.4 1.101 2 0.0108 0 13.69 0.1 1294 36.29 -3.6 1 17x(BM.Tee-Run)=17 131.89 150 27.9 0022 36.29 3.8 1.101 2x(BM.Tee-Br)=10 52 0.0032 0 5x(BM.90)=25 183.89 0.6 0022 28.5 Path No: 11 1285 36.29 0 1 7x(BM.Tee-Run)=7 49.64 150 27.6 1292 36.29 3.7 1.101 lx(BM.Tee-Br)=5 12 0.003 0 61.64 0.2 1292 27.8 Path No: 12 1294 36.29 0 1 16x(BM.Tee-Run)=16 121.7 150 27.9 0020 36.29 3.6 1.101 lx(BM.Tee-Br)=5 41 0.0028 0 4x(BM.90)=20 162.7 0.5 0020 28.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.34 ft/s occurs in the following pipe(s): (0340-0037) *** 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 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC _..�. 104psi@a 182.5gpm(82.5gpm+100gpmadd.out.hose) 1 ____ _. _ __ 100 ___... 85 m 21 80 �— a 70_ .. d 65 E� � to 60 y 55 : N a 50 i . 4s 40 �. 35 _- ft _ 30_ I i [ 20 15: I 1 . �. t__ 5 't .. 0-1..9...1..r,...,...ir. .1 f , , I ,:, O O O o o O O O O O ,D O O O O 0 0 O O O , O N - N N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2179 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 16.061' 15.061- . : [ 1 13.061- 12.061' ___ _ 11.061_ ___ Q 10.0617 d 9.061- ______ y 8.061'" ®. -4 d 7.061-1,2 6.061- 5.061= L�.. _ g 4.061- �� 3.061- 2.061 04psi@a 825gpm 1.061-... a. 0.061 . 0 0 0 0 0 0 0 o Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2180 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O 5.6 i 4 6- - d 3.6- 1 d L - i . 0.3 psi @ 82.5 gpm ..�.. Y O N 0 O O O ,n O O O r p N N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2181 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3 psi @ 82.5 gpm ut 2.8 • 2 3- 1 N 1.8 to N I d d13_ _.._ ...,,m-....m. .......�,....-....-... m�-.-.. ........ -.. 0.8 �� _ ....._ m-_ .__ .m _,..-..� ; -..._. 4- 1 0 3 _w . 0 0 0 O o 0 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2182 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I I i I 1 ::::: I 1 3.428- ._ _e_.. .—.�. ,,,..... — -' a �._W. �. z.928 . I ,,y 2.428 ... — v d a 3 1.928-mm 0.928 �� _ _.. - 0.428 __ . _ __ _m___ ( E 1 f--. 7 OG N cc 0 N v O u V t� N M , ,c r oc O N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2183 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5` a I d 1 a�i 2.5 �� ®. �_ae. ,_ _. a - 0.2 psi @82.5gpm J r i „� 0 0 0 0 o , o �i , 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2184 (Gate A2360, Size = 4); Inlet Node: 0650-I; Outlet Node: 0650-0 I r i n r 0.243— i O O O O oo O 0 O O vl O N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 25 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:10/3/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 3 Remote Area Location 3RD FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 410 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams) (gpm) 181 Required Pressure at Source(psi) 90.9 Type of System Wet Volume-Entire System (gal) 165.3 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job:THE FIELDS BUILDING 5 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 Residual Available Node at Source Static Pressure Pressure Flow Pressure Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) SRC 104 100 2256 104 181 90.9 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 81 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 90.9 SRC -Flow(gpm) 81 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 3 Supply Supply;Safety Pressure System Demand IF Add.Out.Hose 0 Available At Source 150_ 140y 130W 104 psi @ 181 gpm 1 S2 1 d D2 --- 99.515 ,, • D3 d 80 , (/) 7I Cl) . 61 50 40 • 3. . � �, i D1 ti i 1 Ir._ i 1 0 1 0 7080900001010T20•)30m40050016001700180019002000 2100 2200 2300 240i0 Flow, gpm f r File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 28 Job:THE FIELDS BUILDING 5 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 81 90.9 D3 System Demand+Add.Out.Hose 181 90.9 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 87.8 13.1 181 Supply;Safety Pressure 94 82.6 3.1 181 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psil/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 200 4.9 0.1 20 16.7 0.104 20.8 18.1 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 303 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:THE FIELDS BUILDING 5 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: 1 302 18.5 4.9 20 1 1x(BM.Tee-Br)=5 10.18 150 16.7 0174 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.18 1.4 0174 27.17 -0.5 1 lx(BM.Tee-Run)=1 0.81 150 14.3 0173 27.17 19.5 1.101 1 0.0649 0 1.81 0.1 0173 27.17 20.1 1 lx(BM.Tee-Br)=5 2 150 14.4 0172 27.17 39.6 1.101 5 0.2403 0 7 1.7 0172 27.17 2.5 1 3x(BM.Tee-Run)=3 9.5 150 16.1 0211 27.17 42.1 1.101 3 0.269 0 12.5 3.4 0211 27.17 -16.3 1 lx(BM.Tee-Br)=5 6.46 150 19.5 0239 27.17 25.8 1.101 5 0.1088 0 11.46 1.2 0239 27.17 -12.9 1 4x(BM.Tee-Run)=4 62.96 150 20.7 0119 27.17 13 1.101 4x(BM.90)=20 24 0.0303 0 86.96 2.6 0119 27.17 12.9 1 3x(BM.Tee-Run)=3 58.74 150 23.4 0124 27.17 25.8 1.101 1x(BM.Tee-Br)=5 8 0.1088 0 66.74 7.3 0124 27.17 55.2 1 1x(BM.Tee-Run)=1 7.58 150 30.6 0724 27.17 81 1.101 1 0.9034 0 8.58 7.8 0724 27.17 -29.1 1 2x(BM.Tee-Run)=2 9.54 150 38.4 0722 27.17 51.9 1.101 2 0.3963 0 11.54 4.6 0722 27.17 -23.7 1 3x(BM.Tee-Run)=3 40.71 150 43 1164 27.17 28.2 1.101 2x(BM.Tee-Br)=10 33 0.1278 0 4x(BM.90)=20 73.71 9.4 1164 27.17 52.8 1 lx(BM.Tee-Run)=1 5.43 150 52.4 1162 27.17 81 1.101 lx(BM.90)=5 6 0.9034 0 11.43 10.3 1162 27.17 0 1.25 lx(BM.Coupl)=1 22.24 150 62.7 1158 27.17 81 1.394 2x(BM.Tee-Run)=2 9 0.2863 0 lx(BM.90)=6 31.24 8.9 1158 27.17 0 2 lx(us.90)=6.48 0.33 150 71.6 TR3 27.17 81 2.003 6.48 0.049 0 6.81 0.3 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 72 FS3-O 25.46 81 2.157 1.23 0.0516 0.7 2.89 0.1 FS3-0 25.46 0 2 1 0 72.9 Flow Switch FS3-I 25.37 81 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 75.9 CV3-0 23.75 81 2.157 1.23 0.0516 0.7 2.56 0.1 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:THE FIELDS BUILDING 5 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 CV3-0 23.75 0 2 0.67 0 76.7 VIC 717 CV CV3-I 23.08 81 0 0 0.4266 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 77.3 VIC 705 B-FLY BF3-I 22.75 81 0 0 1.0753 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 1x(us.Tee-Br)=12.31 1.42 120 77.8 BR3 22.5 81 2.157 lx(us.90)=6.15 18.46 0.0516 0.1 19.88 1 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 78.9 CV-0 2.67 81 4.26 2x(us.Tee-Br)=52.67 59.25 0.0019 8.6 lx(us.45)=5.27 79.74 0.1 CV-0 2.67 0 4 0.83 0 87.7 CV-1F Check CV-I 1.83 81 0 0 0.2293 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 88.2 BFV-N BF-I 1.5 81 0 0 0.0768 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 88.4 FF 1 81 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 1x(elbow.22.5)=3.67 4.75 140 88.7 0648 -3.75 81 4.3 3.67 0.0013 2.1 8.42 0.0 0648 -3.75 0 4 lx(coupling)=1.9 103.53 150 90.7 0650-0 -3.75 81 4.22 1x(us.90)=18.99 20.89 0.0013 0 124.42 0.2 0650-0 -3.75 0 4 0.75 0 90.9 Gate A2360 0650-I -3.75 81 0 0 0.0022 0 *** 0.75 0 0650-I -3.75 0 4 1.41 150 90.9 SRC -3.75 81 4.22 0 0.0013 0 1.41 0 SRC 90.9 Path No: 2 303 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.63 150 16.7 0175 27.17 20 1.101 lx(BM.90)=5 10 0.0681 -3.8 19.63 1.3 0175 27.17 0.5 1 13x(BM.Tee-Run)=13 107.29 150 14.3 0130 27.17 20.5 1.101 lx(BM.Tee-Br)=5 38 0.0711 0 4x(BM.90)=20 145.29 10.3 0130 27.17 18.4 1 2x(BM.Tee-Run)=2 9.5 150 24.6 0125 27.17 38.9 1.101 2 0.2321 0 11.5 2.7 0125 27.17 16.3 1 lx(BM.Tee-Run)=1 6.46 150 27.3 0124 27.17 55.2 1.101 1 0.4435 0 7.46 3.3 0124 30.6 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 5 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: 3 304 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 10.72 150 16.8 0173 27.17 20.1 1.101 lx(BM.90)=5 10 0.0682 -3.8 20.72 1.4 0173 14.4 Path No: 4 301 18.5 4.9 20.8 1 lx(BM.Tee-Br)=5 13.69 150 18.1 0165 27.17 20.8 1.101 lx(BM.90)=5 10 0.0732 -3.8 23.69 1.7 0165 27.17 -2.5 1 10x(BM.Tee-Run)=10 113.23 150 16.1 0130 27.17 18.4 1.101 lx(BM.Tee-Br)=5 35 0.0578 0 4x(BM.90)=20 148.23 8.6 0130 24.6 Path No: 5 0174 27.17 0 1 lx(BM.Tee-Run)=1 10.26 150 14.3 0175 27.17 0.5 1.101 1 0.0001 0 11.26 0 0175 14.3 Path No: 6 0211 27.17 0 1 17x(BM.Tee-Run)=17 122.39 150 19.5 0125 27.17 16.3 1.101 2x(BM.Tee-Br)=10 47 0.0463 0 4x(BM.90)=20 169.39 7.8 0125 27.3 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job:THE FIELDS BUILDING 5 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/psP/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 0239 27.17 0 1 3x(BM.Tee-Run)=3 24.14 150 20.7 0255 27.17 12.9 1.101 3 0.03 0 27.14 0.8 0255 27.17 -6.2 1 2x(BM.Tee-Run)=2 6.46 150 21.5 0258 27.17 6.7 1.101 lx(BM.Tee-Br)=5 7 0.009 0 13.46 0.1 0258 27.17 -2.9 1 2x(BM.Tee-Run)=2 9.5 150 21.7 0261 27.17 3.8 1.101 2 0.0031 0 11.5 0.0 0261 27.17 -1.8 1 3x(BM.Tee-Run)=3 13.88 150 21.7 1277 27.17 2 1.101 lx(BM.Tee-Br)=5 13 0.0009 0 1x(BM.90)=5 26.88 0.0 1277 27.17 0 1 3x(BM.Tee-Run)=3 25.31 150 21.7 0285 27.17 2 1.101 1x(BM.Tee-Br)=5 23 0.0009 0 3x(BM.90)=15 48.31 0.0 0285 27.17 1.8 1 2x(BM.Tee-Run)=2 9.5 150 21.8 0302 27.17 3.8 1.101 2 0.0031 0 11.5 0.0 0302 27.17 2.9 1 2x(BM.Tee-Run)=2 6.46 150 21.8 0316 27.17 6.7 1.101 2 0.009 0 8.46 0.1 0316 27.17 6.2 1 2x(BM.Tee-Run)=2 7.13 150 21.9 0322 27.17 12.9 1.101 2 0.03 0 9.13 0.3 0322 27.17 -4.9 1 2x(BM.Tee-Run)=2 7.95 150 22.2 0356 27.17 8 1.101 2 0.0124 0 9.95 0.1 0356 27.17 -3.9 1 2x(BM.90)=10 56.58 150 22.3 1344 27.17 4.1 1.101 7x(BM.Tee-Run)=7 22 0.0035 0 lx(BM.Tee-Br)=5 78.58 0.3 1344 27.17 0 1 9x(BM.Tee-Run)=9 66.37 150 22.6 0111 27.17 4.1 1.101 lx(BM.Tee-Br)=5 24 0.0035 0 2x(BM.90)=10 90.37 0.3 0111 27.17 3.9 1 2x(BM.Tee-Run)=2 7.95 150 22.9 0118 27.17 8 1.101 2 0.0124 0 9.95 0.1 0118 27.17 4.9 1 lx(BM.Tee-Br)=5 7.13 150 23 0119 27.17 12.9 1.101 5 0.03 0 12.13 0.4 0119 23.4 Path No: 8 0724 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 38.4 0741 27.17 29.1 1.101 2x(BM.Tee-Br)=10 38 0.1356 0 4x(BM.90)=20 82.31 11.2 0741 27.17 23.7 1 lx(BM.Tee-Run)=1 5.94 150 49.5 1164 27.17 52.8 1.101 1 0.4093 0 6.94 2.8 1164 52.4 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 5 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: 9 0722 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 43 0741 27.17 23.7 1.101 2x(BM.Tee-Br)=10 36 0.093 0 4x(BM.90)=20 70.77 6.6 0741 49.5 Path No: 10 0165 27.17 0 1 2x(BM.Tee-Run)=2 19.01 150 16.1 0172 27.17 2.5 1.101 lx(BM.90)=5 7 0.0014 0 26.01 0.0 0172 16.1 Path No: 11 0255 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 21.5 0316 27.17 6.2 1.101 lx(BM.Tee-Br)=5 7 0.0077 0 44.18 0.3 0316 21.9 Path No: 12 0258 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 21.7 0302 27.17 2.9 1.101 2x(BM.Tee-Br)=10 36 0.0019 0 4x(BM.90)=20 75.18 0.1 0302 21.8 Path No: 13 0261 27.17 0 1 6x(BM.Tee-Run)=6 51.06 150 21.7 0285 27.17 1.8 1.101 2x(BM.Tee-Br)=10 36 0.0008 0 4x(BM.90)=20 87.06 0.1 0285 21.8 Path No: 14 0322 27.17 0 1 17x(BM.Tee-Run)=17 122.95 150 22.2 0118 27.17 4.9 1.101 2x(BM.Tee-Br)=10 47 0.005 0 4x(BM.90)=20 169.95 0.8 0118 23 Path No: 15 0356 27.17 0 1 13x(BM.Tee-Run)=13 136.97 150 22.3 0111 27.17 3.9 1.101 5x(BM.90)=25 43 0.0033 0 lx(BM.Tee-Br)=5 179.97, 0.6 0111 22.9 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.29 ft/s occurs in the following pipe(s): (0724-0124), (1162-1164) *** 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 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job:THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC i t l l I i 104 psi @ 181 gpm(81 gpm+100gpm add.out.hose) 90 85_ 1 f 1 } _ �s ��� .m.� _ �s a> 65: L 7 60- __._t._4. N 55_ .m , ' d 457 257 -4 __. 20 �L. - L 15 ... 10- t —4 ,. , 0 0 0 0 0 0 0 0 0 V01 M , .D I� 00 0. O O N - N N Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2182 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428 _ . ��n. . �. 1 1 1 3.928 3.428'_ —4 ,. i Q. 2.928— F. cn d I a - 1.928 __._ ...._. ______ _- 1.428 .�.._._ -...-»........__._ _. _ _.,....ma.®.® - F-....,..__... .m 0.928 ____..L, ®m — • 0.428 — _..- _ , j j , N N O. `D M 0 N 01 00 O .O 00 7 1� - N M v, C N 00 O N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2183 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 _ I I 4S __. 3.5 � a. G) � 3 N 2.5"_______.. .e..,.__.� ._...... _... _ ..�___ .a.r..__...... ... ......._.__..-...___.,_ .......__-�__ _ a. _ l � 0.2 psi @ 81 gpm O C O O � C O Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2184 (Gate A2360, Size = 4); Inlet Node: 0650-I; Outlet Node: 0650-0 W 0.743 ..__ a_ d rn a 0.243- ---- ..._.._ _._ _.... _......�... t...mor="•°‘ s x a ( x e t ( e x t i P' O C O O J0 0 O O O O , N ^ N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2192 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-1 1 16.061 .... . 15.061`_ : 14.061 1- 13.061 �� .. 4-m_... .. _ 4- �m.. 12.061: .. ®a 11.061: y 10.061:m�m .�. �.mo ... it 9.061 ®m� �m.7 8.061 �� d 7.061: a.� 6.061: m __.___ ..m... .� ._ ., ,..a.........._...._._..__._.._._........_... m..�® w.._..._�.�a .gip-. ._w.. ^...... ..........� .....,,..._. _... 4.061_ 3.061_ �. _ �M..�.. I 0.4 psi @ 81 gpm 1.061= — .. ... . �__ _ ...._.. �.. 0 0 0 0 0 0 0 a Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2193 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O i 4.6` ._ ` 0- i I - 0.3 psi @ 81 gpm II 0.6_ -- ..._....�. ®....a .... __. .._.. o N o 0 0 0 o v. o 0 0 , ca a Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2194 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @ 81 gpm 2 8- E 2 3- Q w 18 � �r_ ._ _... e ®�m co G) L I3- .... �. ......_._ __....__. .s I 0 3- ..._.. .._._._ .�...__�..._--- 0 0 c 0 0 0 0 c 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 39 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:10/3/2019 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 4 Remote Area Location 3RD FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 462 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) 180.3 Required Pressure at Source(psi) 88.6 Type of System Wet Volume-Entire System (gal) 164.9 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 40 Job:THE FIELDS BUILDING 5 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 104 180.3 88.6 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) 80.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 80.3 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 88.6 SRC -Flow(gpm) 80.3 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 4 Supply Supply;Safety Pressure System Demand f Add.Out.Hose 0 Available At Source 150 140- 130- 104 psi @ 180.3 gpml 1 S2 1 I D2 _"" "__^.�--- 99 515 Q D3 t P ▪ 80 N 70-- 4) a- 60 5# 4# 3#.. D1 10_ 0 0 7013090000101(It200300)40050016001700180019002000 2100 2200 2300 24411 Flow, gpm File:C.\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 42 Job:THE FIELDS BUILDING 5 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 80.3 88.6 D3 System Demand+Add.Out.Hose 180.3 88.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 88.4 15.4 180.3 Supply;Safety Pressure 94 83.2 5.4 180.3 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) 401 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler 402 Overhead 200 4.9 0.1 20 16.7 0.101 20.2 17 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 16.7 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job:THE FIELDS BUILDING 5 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: 1 403 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0240 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0240 27.17 -1.8 1 lx(BM.Tee-Br)=5 16.16 150 14.3 0239 27.17 18.2 1.101 5 0.0572 0 21.16 1.2 0239 27.17 27.1 1 lx(BM.Tee-Run)=1 6.46 150 15.5 0211 27.17 45.4 1.101 1 0.3092 0 7.46 2.3 0211 27.17 -17.5 1 3x(BM.Tee-Run)=3 9.5 150 17.8 0172 27.17 27.9 1.101 3 0.1257 0 12.5 1.6 0172 27.17 -13.8 1 16x(BM.Tee-Run)=16 120.36 150 19.3 0130 27.17 14.1 1.101 2x(BM.Tee-Br)=10 46 0.0356 0 4x(BM.90)=20 166.36 5.9 0130 27.17 13.8 1 2x(BM.Tee-Run)=2 9.5 150 25.3 0125 27.17 27.9 1.101 2 0.1257 0 11.5 1.4 0125 27.17 17.5 1 1x(BM.Tee-Run)=1 6.46 150 26.7 0124 27.17 45.4 1.101 1 0.3092 0 7.46 2.3 0124 27.17 34.9 1 lx(BM.Tee-Run)=1 7.58 150 29 0724 27.17 80.3 1.101 1 0.8896 0 8.58 7.6 0724 27.17 -28.8 1 2x(BM.Tee-Run)=2 9.54 150 36.7 0722 27.17 51.5 1.101 2 0.3903 0 11.54 4.5 0722 27.17 -23.5 1 3x(BM.Tee-Run)=3 40.71 150 41.2 1164 27.17 27.9 1.101 2x(BM.Tee-Br)=10 33 0.1259 0 4x(BM.90)=20 73.71 9.3 1164 27.17 52.4 1 lx(BM.Tee-Run)=1 5.43 150 50.4 1162 27.17 80.3 1.101 lx(BM.90)=5 6 0.8896 0 11.43 10.2 1162 27.17 0 1.25 lx(BM.Coupl)=1 22.24 150 60.6 1158 27.17 80.3 1.394 2x(BM.Tee-Run)=2 9 0.2819 0 lx(BM.90)=6 31.24 8.8 1158 27.17 0 2 lx(us.90)=6.48 0.33 150 69.4 TR3 27.17 80.3 2.003 6.48 0.0482 0 6.81 0.3 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 69.7 FS3-O 25.46 80.3 2.157 1.23 0.0509 0.7 2.89 0.1 FS3-0 25.46 0 2 1 0 70.6 Flow Switch FS3-I 25.37 80.3 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 73.7 CV3-O 23.75 80.3 2.157 1.23 0.0509 0.7 2.56 0.1 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 44 Job:THE FIELDS BUILDING 5 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%h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 CV3-0 23.75 0 2 0.67 0 74.5 VIC 717 CV CV3-I 23.08 80.3 0 0 0.425 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 75.1 VIC 705 B-FLY BF3-I 22.75 80.3 0 0 1.0584 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 lx(us.Tee-Br)=12.31 1.42 120 75.6 BR3 22.5 80.3 2.157 lx(us.90)=6.15 18.46 0.0509 0.1 19.88 1 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 76.7 CV-0 2.67 80.3 4.26 1x(us.Tee-Br)=26,33 32.92 0.0018 8.6 lx(us.45)=5.27 53.4 0.1 CV-0 2.67 0 4 0.83 0 85.4 CV-1F Check CV-I 1.83 80.3 0 0 0.2274 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 85.9 BFV-N BF-I 1.5 80.3 0 0 0.076 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 86.1 FF 1 80.3 4.26 13.17 0.0018 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 86.3 0648 -3.75 80.3 4.3 3.67 0.0013 2.1 8.42 0.0 0648 -3.75 0 4 lx(coupling)=1.9 103.53 150 88.4 0650-0 -3.75 80.3 4.22 lx(us.90)=18.99 20.89 0.0013 0 124.42 0.2 0650-0 -3.75 0 4 0.75 0 88.6 Gate A2360 0650-I -3.75 80.3 0 0 0.0022 0 *** 0.75 0 0650-I -3.75 0 4 1.41 150 88.6 SRC -3.75 80.3 4.22 0 0.0013 0 1.41 0 SRC 88.6 Path No: 2 404 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0245 27.17 20 1.101 lx(BM.90)=5 10 0.068 -3.8 19.33 1.3 0245 27.17 1.8 1 2x(BM.Tee-Run)=2 23.47 150 14.3 0119 27.17 21.8 1.101 2 0.0797 0 25.47 2 0119 27.17 13.1 1 3x(BM.Tee-Run)=3 58.74 150 16.3 0124 27.17 34.9 1.101 lx(BM.Tee-Br)=5 8 0.1903 0 66.74 12.7 0124 29 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job:THE FIELDS BUILDING 5 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: 3 401 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.8 0253 27.17 20.1 1.101 lx(BM.90)=5 10 0.0682 -3.8 19.33 1.3 0253 27.17 -7 1 lx(BM.Tee-Run)=1 2.3 150 14.3 0255 27.17 13.1 1.101 1 0.0309 0 3.3 0.1 0255 27.17 -6.3 1 2x(BM.Tee-Run)=2 6.46 150 14.4 0258 27.17 6.8 1.101 lx(BM.Tee-Br)=5 7 0.0092 0 13.46 0.1 0258 27.17 -2.9 1 2x(BM.Tee-Run)=2 9.5 150 14.6 0261 27.17 3.9 1.101 2 0.0032 0 11.5 0.0 0261 27.17 -1.9 1 3x(BM.Tee-Run)=3 13.88 150 14.6 1277 27.17 2 1.101 lx(BM.Tee-Br)=5 13 0.001 0 lx(BM.90)=5 26.88 0.0 1277 27.17 0 1 3x(BM.Tee-Run)=3 25.31 150 14.6 0285 27.17 2 1.101 lx(BM.Tee-Br)=5 23 0.001 0 3x(BM.90)=15 48.31 0.0 0285 27.17 1.9 1 2x(BM.Tee-Run)=2 9.5 150 14.7 0302 27.17 3.9 1.101 2 0.0032 0 11.5 0.0 0302 27.17 2.9 1 2x(BM.Tee-Run)=2 6.46 150 14.7 0316 27.17 6.8 1.101 2 0.0092 0 8.46 0.1 0316 27.17 6.3 1 2x(BM.Tee-Run)=2 7.13 150 14.8 0322 27.17 13.1 1.101 2 0.0309 0 9.13 0.3 0322 27.17 -5 1 2x(BM.Tee-Run)=2 7.95 150 15.1 0356 27.17 8.1 1.101 2 0.0128 0 9.95 0.1 0356 27.17 -4 1 2x(BM.90)=10 56.58 150 15.2 1344 27.17 4.1 1.101 7x(BM.Tee-Run)=7 22 0.0037 0 lx(BM.Tee-Br)=5 78.58 0.3 1344 27.17 0 1 9x(BM.Tee-Run)=9 66.37 150 15.5 0111 27.17 4.1 1.101 lx(BM.Tee-Br)=5 24 0.0037 0 2x(BM.90)=10 90.37 0.3 0111 27.17 4 1 2x(BM.Tee-Run)=2 7.95 150 15.8 0118 27.17 8.1 1.101 2 0.0128 0 9.95 0.1 0118 27.17 5 1 lx(BM.Tee-Br)=5 7.13 150 15.9 0119 27.17 13.1 1.101 5 0.0309 0 12.13 0.4 0119 16.3 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job:THE FIELDS BUILDING 5 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: 4 402 18.5 4.9 20.2 1 1x(BM.Tee-Br)=5 9.33 150 17 0250 27.17 20.2 1.101 lx(BM.90)=5 10 0.0689 -3.8 19.33 1.3 0250 27.17 7 1 1x(BM.Tee-Br)=5 2.84 150 14.5 0239 27.17 27.1 1.101 5 0.1193 0 7.84 0.9 0239 15.5 Path No: 5 0240 27.17 0 1 lx(BM.Tee-Run)=1 23.33 150 14.3 0245 27.17 1.8 1.101 4x(BM.90)=20 21 0.0008 0 44.33 0.0 0245 14.3 Path No: 6 0211 27.17 0 1 17x(BM.Tee-Run)=17 122.39 150 17.8 0125 27.17 17.5 1.101 2x(BM.Tee-Br)=10 47 0.0528 0 4x(BM.90)=20 169.39 8.9 0125 26.7 Path No: 7 0172 27.17 0 1 11x(BM.Tee-Run)=11 126.31 150 19.3 1179 27.17 13.8 1.101 lx(BM.Tee-Br)=5 41 0.034 0 5x(BM.90)=25 167.31 5.7 1179 27.17 0 1 lx(BM.Tee-Run)=1 5.94 150 25 0130 27.17 13.8 1.101 1 0.034 0 6.94 0.2 0130 25.3 Path No: 8 0724 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 36.7 0741 27.17 28.8 1.101 2x(BM.Tee-Br)=10 38 0.1335 0 4x(BM.90)=20 82.31 11 0741 27.17 23.5 1 lx(BM.Tee-Run)=1 5.94 150 47.6 1164 27.17 52.4 1.101 1 0.403 0 6.94 2.8 1164 50.4 Path No: 9 0722 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 41.2 0741 27.17 23.5 1.101 2x(BM.Tee-Br)=10 36 0.0916 0 4x(BM.90)=20 70.77 6.5 0741 47.6 File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job:THE FIELDS BUILDING 5 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: 10 0253 27.17 0 1 lx(BM.Tee-Run)=1 19 150 14.3 0250 27.17 7 1.101 1 0.0096 0 20 0.2 0250 14.5 Path No: 11 0255 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 14.4 0316 27.17 6.3 1.101 1x(BM.Tee-Br)=5 7 0.0079 0 44.18 0.3 0316 14.8 Path No: 12 0258 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 14.6 0302 27.17 2.9 1.101 2x(BM.Tee-Br)=10 36 0.002 0 4x(BM.90)=20 75.18 0.1 0302 14.7 Path No: 13 0261 27.17 0 1 6x(BM.Tee-Run)=6 51.06 150 14.6 0285 27.17 1.9 1.101 2x(BM.Tee-Br)=10 36 0.0008 0 4x(BM.90)=20 87.06 0.1 0285 14.7 Path No: 14 0322 27.17 0 1 17x(BM.Tee-Run)=17 122.95 150 15.1 0118 27.17 5 1.101 2x(BM.Tee-Br)=10 47 0.0051 0 4x(BM.90)=20 169.95 0.9 0118 15.9 Path No: 15 0356 27.17 0 1 13x(BM.Tee-Run)=13 136.97 150 15.2 0111 27.17 4 1.101 5x(BM.90)=25 43 0.0034 0 lx(BM.Tee-Br)=5 179.97 0.6 0111 15.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.06 ft/s occurs in the following pipe(s): (0724-0124), (1162-1164) *** 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 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job:THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.: SRC; Supply Name:SRC t 104psi @ 1803gpm(80.3gpm+100gpmadd.out.hose) 105 .me. ®wwm m m 95: —� —1 _ 90: € 4- ........4____ -I- : 85. � 1 80_ �A. 75. Q. 70. .- va ....„ .__ d 65. � 111 N fA55_._._... _ -.k }�.. I ,..... .w.a.�._.,�e_....._._...,,..__... ... ... m.,m.a�..,,,�.... .. ._...._... _ _......,......�.m.. _.�a,..�. __,_._._.._._._,...._,m.._ Q. 50 ,,— 45 -} ®e -. 40 l 35-� . ( t 30." 1 -® m 25— __m 20.:e. f { 00 00 O O O O O ,O O 00 O O O O 0- O , M , ,G , 00 O, O , O N N N Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2182 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428- 3.928 3.428- _ , I O. 2.928 �..., �� _ j._..._.. mF l 3 _,,..__..._ 0 - a) L d 1.928 _ �a _. (-- . 1.428- a� n_ 0.9287 - II � N V) 00 O 000 al 7 O N M In .J r W O N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2183 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 O 2.1 • • I 0.2 psi t@a 80.3 gpm Y 0 0 0 0 � o 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2184 (Gate A2360, Size = 4); Inlet Node: 0650-I; Outlet Node: 0650-0 W 0 743 . _ Q , G) N C) d a m i 0.243"- ___ _ ... ...__........._.._._._ .._._.t._.w....,,,.._.._....___n.__. 0 0 0 0 00 0 0 0 0 o v o N N N a Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2192 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-I i 16.061 - ......._..- .._�.- ...__ ._-.._-_.._ --'-_...._. -.. _...... ._- ...____p_� _ _ ....... __..... ...__ ..-.m..__ ...._. € € 3 15.061 w�"'"""" ..... .e............. _.__........._ .... ...-.. ---a.- .,... ...,.�.�... ._...n 14.061- 1 3'13.06I _. 12.061 ,. I I.061' ®m __W.......e m w. _ N 1 a10.061--�...,.__. �m _ .._..._._.._._., __.____....,m,,..�..a,n w........_......._._.__._. .,,,�............. ® _�.�. w. � m _ ._ �����.,s ��.�.._ C- 7.061 ..... _.._ .w .�.. .. 6.061i .__.,.._ .�.._... _..._..._.�.-:.._..,.,. .__. .,._„_.a_....,�._...,a.m�........,_._._.,�,-_ t 1 4.061 �m 3.061. ;_ „m .,. �_ �.1 0.4 psi @ 80.3 gpm 1 1.061: 0061^ , ® o 0 0 0 0 O co O N a Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2193 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O 5.6- 46- .___ _. .�._. ._ .,..(...-....._ u) d e [ 1.6- = _,....�...r ..�i € �®® 0.3 psi @ 80.3 gpm at o r.N 0 O O O co in 0 O 0 r- 0 ri ri <{ Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2194 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @a80.3 gpm = 28 2.3 ,�a I ? ( a 7 k � 777 [ E f o.g� -..�...aa a..�... .®s®� .��.e.... �..ee._. .gyp.-.tee „®. .-..� .............., € ..,....-.�.p C C C C C C C Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 5\The Fields BLD 5 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 52 ES-A-3000BM1 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3000BM 1 Residential Fire Sprinkler Double Check Detector Backflow Prevention Assembly �r� m �E : •�� � Sizes: 2" (50mm) gem .a � 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/s"x 3/4"(16 x 19mm)Water Meter that complies with ANSI/AWWA Standard C700 coupled • Compact Design for Ease of Installation with an approved double check assembly(DC).The bypass line • Inline Serviceable Assembly is design to detect leaks or unauthorized water usage of the • No Special Tools Required for Servicing fire system while protecting against possible backpressure and backsiphonage conditions for non-health hazard(i.e., pollutant) • Captured Modular Spring Loaded Checks application. • Field Replaceable Seats&Discs • Field Replaceable Auxiliary Bypass Line&Components Typical Installation Auxiliary Bypass: The Series 3000BM1 is typically installed for service on com- • Compact Bypass Design; Remains within Main Valve mercial fire sprinkler systems. It is recommended this device is Assembly Profile installed after a water meter and/or main line isolation shutoff valve with installation techniques that comply with the latest edition • Inline Serviceable Yz" Backfiow Assembly of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product Field Replaceable Seats&Discs installation and safety information available or the experience of • a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing,in the experience of a trained product installer.You are required to United States.Before installing standard material product,consult thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICE Inquire with governing authorities for local installation requirements Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, 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: UUFM 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 58"x 34"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5'8"x 3/4"Water Meter(ANSI/AWWA •AWWA Standard C510 Compliant C700 Compliant) •CSA B64.5 LF: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY • NFPA 13, 14, 15, 16,20, 22&24 Compliant LM: No Water Meter Installed in Auxiliary Bypass Line • End Connections Gear-Operated Ball Valves—National Pipe Thread Taper ANSI/ASME B1.20.1 Example Ordering Descriptions • End Connections OS&Y Gate Valves—Compliant to ASME 2"3000BM1-OSY-GPM - Fitted with OS&Y Shutoff&Gallon per B16.1 Class 125&AWWA Class D Flange Minute Water Meter tksso,F 2" 3000BM1-FP-CFM- Fitted with Gear Operated Shutoff& ty ® Cubic Feet per Minute Water Meter U$ Approved C 1048 OSY 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 • Check Modules: Engineered Plastics — 18 i I 16 I I Pressure Specifications I o 14 • Max.Working Pressure: 175 psi i 12 I I • Min.Working Pressure: 10 psi a- 1g I 1. I • Hydrostatic Test Pressure: 350 psi o 6 i I I • Hydrostatic Safety Pressure Rating: 700 psi a 4 I I I 2 1 I Temperature Specifications 0 . . 1 . • Continuous 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 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 m p .!. .1. _-0_ 1' O_Jo-� N aa IPb ile g7 12 IIN1�2��.,�il'irs•�Yi�^I�1" •r CB —I till/0111073 � �� A MODEL SIZE(DN) DEMINSIONS WEIGHT A B C D W. MM IN. MM IN. MM IN. MM IN. MM LBS. KGS. 3000BM1-0SY 2 50 22% 575 109/6 268 1113/s 300 131/2 343 85 38.6 3000BM1-FP 2 50 18% 479 87 225 1113/s 300 41/4 108 35 15.8 FIRE&WATERWORKS A WATTS Brand USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES-A-3000B-M1 1816 ©2018 Ames Fire&Waterworks Worldwide www.tyco-fire.com Fi t 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 com- 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- is as follows: ing system pressure to 175 psi. 40 NFPA 13* • 1-1/2 Inch (DN40) NOTICE Male Thread x Female Thread The Model RM-1 Riser Manifolds • 2-6 Inch (DN50-DN150) described herein must be installed Groove x Groove and maintained in compliance with this document,as well as with the applica- NFPA 13D ble standards of the National Fire Pro- • 1 Inch (DN25) tection Association(NFPA),in addition Female Thread x Female Thread to the standards of any other authori- NFPA 13R ties having jurisdiction.Failure to do so • 1 1/2 Inch (DN40) may impair the performance of these 1+ Male Thread x Female Thread devices. • 2 Inch (DN50) The owner is responsible for main- taining their fire protection system Groove x Groove sue, and devices in proper operating con- _ .Although the Riser Manifold described in this techni- cal data sheet is intended for NFPA 13 sprinkler 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. ," m; 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) 1-1/23 Inch Inlet Outlet A B C D E F G H (DN4-DN40-DN8N80) 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 1-1/ze Manifolds, (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) 1-1/In2.8KOrifice 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 Replac6 Groove Groove 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 R tlard/Swit h ble 91144800 (150) (330) (514) (108) (197) (300) (533) (172) (50) IIOUTLET 1 � // L. ^ r OPTIONAL k�\' II PRESSURE I1 ,0 Jr til RELIEF TRIM W CONNECTION I`R�� _ A � 3,4 AlpH: 111 AB br �--� illarl' i ,i 2 irliill Jal I IIIIIIIMI Ir71111 MI 00311 ) I. 1 ll •`off .z �� 14 INLET C Emil 1 I I 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) NI mil iiiii 1 1billla PH II II NO DESCRIPTION P/N 2 � 1 300 psi/2000 kPa 11" Water Pressure Gauge..90050001 +Ij (25410 m"m" ) r'_ (280 mm) 2 Ball Valve,1"(DN25)....97111603 6.11 3 Flow Switch,VSR-M, 1"(DN25) 91144801 ......... 4 Field Replaceable li Retard/Switch 91144800 2 1/2" 1"NPT ol (64 mm) DRAIN f 3 3/4" __...] 3-7/8" ---.-1 (96 mm) 3,4 (100 mm) 1"NPT 4-5/8" (FEMALE) ~(118 mm) 10-1/8" (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) il OPTIONAL PRESSURE 1 RELIEF TRIM 1-1/2"NPT CONNECTION (FEMALE) i 1 '.' r .Q �\// �, 113-1/4" (337 mm) NO DESCRIPTION P/N 10" 1 300 psi/2000 kPa Water Pressure Gauge..90050001 (254 m"m) ■ 2 Ball Valve,1"(DN25)....97111603 � , 23 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 j7/16" , 4 Field Replaceable �,�� Retard/Switch 91144800 NNE 1 ��. 1 f I ' 3-7/8" 3-7/8" 3,4 (100 mm) 1" y (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 7114 'l" PRESSURE I� ojf1 RELIEF TRIM CONNECTION • T' 16" tO (406 mm) NO DESCRIPTION P/N I 1 13" iliji, 1 300 psi/2000 kPa (330 mm) 1 Water Pressure Gauge..90050001 - 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 2"(DN50) 91144802 I • I 2 ill 4 Field Replaceable llip4, 11 Retard/Switch 91144800 �1 (13 mm) �,ilip 1/2" J I ' 3-7/8" 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 modifyanypiping defi- commercial manifolds set the Model p p gTD-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- Residential Models must be made. Step 3. Refer to Figure 6 for wiring nected directly to a shut-off control 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 Inspec- 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 1 001 1 84-01 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, U 1/2"x 30" 1001266-01 �J .1 4 Figure 323 Reducing Tee, MA (`,� MODEL RM-1 Grooved x NPT Threaded: ���' ��%� RESIDENTIAL 1-1/2-3 Inch(DN40-DN80) ��,� � '� RISER MANIFOLD Size Manifolds, f All i�" 1-1/4"x 1-1/4"x 1/2" 3231305GS �(i�� 4 2 4-6 Inch(DN100-DN150) ro 1 Size Manifolds, 77-0. r �� U 2"x 2"x 1/2" 3232005GS5 Figure 577 Rigid Grooved '' `! (,Coupling:1-1/2-3Inch(DN40-DN80) 3 5 � thrI ? Size Manifolds, 4 � `�' 1-1/4" 57713AGCP ( ` 4-6 Inch(DN100-DN150) 0 3 Size Manifolds, 2 I, I 2" 57720AGCP 5 4 \%moo FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressure manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressure relief trim components Relief Trim in this procedure. described in this procedure. Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi- female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2)in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. For assembly in Riser Manifolds and drain valve as applicable and install Step 4. Install Figure 815 Reducing installed and in service, verify the fire Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- protection system is de pressurized on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- and drained. Close the system supply ure 577 Grooved Coupling (5), align- sure relief valve outlet port.Reconnect control valve,set commercial manifold ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- test and drain valve to DRAIN or open with pressure relief valve outlet port. let as necessary. residential drain valve to relieve resid Reconnect drain piping to Figure 323 ual pressure and drain system. Make 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 \ ASEPARATE permitted to be looped around ._ CONDUCTORS CLAMPING the terminal and serve as two PLATE \ separate connections.The TERMINAL \�`��; , wire must be severed to serve INCOMING as two separate connections, .____.-- thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLENISUAL ADDRESSABLE ANNUNCIATOR MODULE NEUTRAL ccWHITE WHITE BLACK w ®� cc Ill I� U C BLACK H-=cni 0 ®, (LINE/HOT) 1 Q Owz o J D O°z DQ Q (--- -----\ . „...} 1 0 _ ----\ 0 0 0 _vvv,___ CONTACT RATINGS: 0 0 Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC P NO NC COM COM NC �VO • eOOO © © ©-i] When connecting to a UL Listed control panel, 1 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 .."- DR41N CF 0 ,0 `OiiI. 0,......../ ,....,.....,,y O �O OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED • ON DETENT ON DETENT ON DETENT . ehid _2, j...._ T Elo 11111 - DRAIN I 1 _ VALVE EMS o 01 ) `o O o- ( I <O)o NMI b li o kido o ,1 7 V N /N C" SIGHT Q O 3 E, FLOW il ED c[mg) I riot �._ gil DRAIN ''�-..- U SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD TD-1 TEST AND DRAIN VALVE OPERATION Care and standards of any authority having juris- of the NFPA,and any impairment must diction.Contact the installing contrac- be immediately corrected: Maintenance tor or product manufacturer with any Alarm/Flow Test Procedure questions. Step 1.Place the Model TD-1 Test and TYCO Riser Manifolds RM-1 must be It is recommended that automatic Drain Valve in the TEST position (Ref. serviced and maintained in accordance sprinkler systems be inspected,tested, Figure 7). On residential assemblies with this section. and maintained by a qualified Inspec- without a test orifice,temporarily install Before closing a fire protection system tion Service in accordance with local a test orifice in the drain outlet and fully control valve for inspection or main- requirements and/or national codes. open the Drain Valve. Make certain tenance work on the fire protection Note: No attempt is to be made to that drainage water will not cause any system that it controls, permission to repair any Riser Manifold component damage or injury. shut down the effected fire protection in the field. Only the pressure gauge, Step 2.Verify operation of associated system must first be obtained from waterflow alarm switch, or relief valve alarms. the proper authorities and all person- can be replaced.If any other problems Step 3. Verify that the residual (i.e., nel who may be affected by this action are encountered the entire riser mani- flowing)pressure indicated by the pres must be notified. fold must be replaced. sure gauge is no less that originally After placing a fire protection system The alarm/flow test procedure will recorded for the system when it was in service, notify the proper authorities result in operation of the associated first installed. and advise those responsible for moni- alarms. Consequently, notification Step 4. Close the Drain Valve on the toring proprietary and/or central station must be given to the owner and the fire Residential models and the Test and alarms. department, central station, or other Drain valve on commercial models. The owner is responsible for the signal station to which the alarms are inspection,testing,and maintenance of connected, and notification must be Step 5. Verify that the static (i.e., not their fire protection system and devices given to the building occupants. flowing)pressure indicated by the pres- in compliance with this document, as The following inspection procedure sure gauge is no less that originally well as with the applicable standards must be performed as indicated, in recorded for the system when it was of the National Fire Protection Associa- addition to any specific requirements first installed. tion (e.g., NFPA 25), in addition to the TFP963 Page 8 of 8 Limited Ordering Optional 175 psi Pressure Relief Kit 9 Specify: Pressure Relief Kit, Model Warranty Procedure RM-1 Riser esi Manifold,l (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 11400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. NCO TEFLON is a registered trademark of DuPont Fire Protection Products it ecis` heck Ayes_ C VS 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- vor . 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 (21/2—3"/65—80mm) little as 5ft/1.5m of head.Series 717 and 717H FireLock Check Valves can be installed either vertically(flow upwards only)or horizontally.A cast flow arrow indicator is provided to assist with proper valve orientation.Both valves include upstream and downstream pressure taps.Each valve is factory-tested to the rated working pressure.For systems requiring a Riser Check option, refer to publication 10.09. Grooved ends allow fast,easy installation with just two Victaulic couplings or the valve may be mounted to flanged(ANSI CL.150)equipment using either to Victaulic Style 741 Vic-Flange®or Style 744 FireLock flange adapters on either end. Series 717 (4—127100—300mm) Approval/Listing Service Pressures Series 717H Size cULus FM LPCB Vds 2750mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 ps12517 kPa 71/2765 mm up to 365psi/2517 kPa up to 365 psi//S17 kPa up to 365 psi/)517 kPa up to 36,5 psi/1517 kPa 76.1 mm up to 365 psi/2517kPa up to 365psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa Series 717H High Pressure Check Valve 3780 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 (2—3"/50—80mm) 47100mm rVa 57125mm n/a n/a rVa n/a 139.7 m m n/a n/a n/a n/a 67150mm. r✓a... rVa.... rVa n/a 1651 mm... n/a n/a n/a n/a 87200 mm rVa ... . n/a n/a.... n/a 107250mm n/a........ n/a rua... n/a 127300mm n/a n/a n/a rVa Approval/Listing Service Pressures Series 717 Size d.:. TAT T.. 2"/50mm n/a n/a n/a n/a 21/2'/65mm up to 250 psi/1725 kPa n/a up to 365 psi/2517 kPa n/a 761 mm up to 250 psi kPa n/a upto365psi/2517 kPa up to 16bai/732 psi 3780mm up to 250 psV1725 kPa n/a upto365psi/2517kPa up to 16bar/232 psi 47100 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 16bar/232 psi 57125 mm up to 365 psV2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa n/a 139.7mm up to 365 psV2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa uptol6bar/232psi 6"/1SOmm up to 365 psV2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up tol6bar/232psi 165.1mm up to 365 psV2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa n/a 87200mm up to 365 psV2517kPa upto365psi/7517kPa up to 3a8 psi/2100kPa up to 16bar/232 psi 10/250mm up to 250 psi/1725 kPa up to 250 psi/1725 kPa up to 1725 kPa/250psi n/a 12"/300mm up to 250 psi/1725 kPa upto250psi/1/25kPa up to 1725 kPa/250 psi '. n/a JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date WWW.VICTAULIC.COM VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 1�."taUlIC REV.....P 10.08 1 IPS CARBON STEEL PIPE- FIRE PROTECTION VALVES 10.08 FireLock® SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB DIMENSIONS-Seri 1es 717 Approx k B 1 Size Dimensions-Inches/millimeters Wgt Ea. iii O CI t t s TYPICAL 2'/-3'/65-SO MM IMMOUNININIMMINOTATMARIVIAMMINnalgRAMMONWORMIUMBOWNWIONEW 2',5 i 2.875 3.88 4.26 3.57 3.6 65 73.0 99 108 91 1.6 76.1 mm 3.000 3.88 4.26 3.57 3.6 -Nri< A 76.1 99 108 i 91 1.6...._ R 14-® ] 3 3.500 4.25 5.06 4.17 4.5 _�� 4 80 88.9 108 129 106 - - - - 2.0 P C \^� 11101111II �I D E 4 4.50014.3 943 152 99 2.05 350 2.00 114 89 3.35 20.0. l L_C 100 114.3 245 152 99 70 89 51 114 89 85 9.1 li B� .- 5.563 10.50 680 4.50 41/ • 2.15 . 5.88 • 4.08 3.98 27.0 IllkkkllHHH-----r ® I �_...1413 267 173 114 106 55 149 104 101 12.3 J 0 139.7mm 5,500 10.50 6.80 4.50 4.17 2.15 5.88 4.08 3.98 27.0 1/2"NPT Upstream Drain 139.7 267 173 114 106 55 149 104 ' 101 12.3 C ½'NPT Downstream Drain 6 6.625 i 11.50 8.00 : 5.00 _ 4.50 2.38 - 6.67 4.73 3.89 38.0 0 2"NPT(Drain Optional) 150 168.3 i 292 203 127 114 61 , 169 120 99 172 TYPICAL 4-8'/100-200MM 165.1 mm E 6.500 11.50 8.00 5.00 - 4.50 2.38 - 6.67 4.73 3.89 38.0 165.1 292 203 127 114 61 ' 169 120 99 172 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 A I 200 219.1 356 251 _ 154 128 144 55 225 144 146 29.0 `-�_J -� } 10 10.750 17.00 12.00 : 7.09 5.96 6.69 2.15 10.92 6.73 100.0 I II 250 273.075432 305 180 151 170 55 277 171 45.4 0. V lail 12 12.750 19.50 14.00 8.06 6.91 Z64 2.51 12.81 7.73 140.0 D E 300 i 323.9 495 356 - 205 176 194 64 925 196 63.5 k-K-. eiio i-B-s -•m 1:-- 01 /2"NPT Upstream Drain 0/2"NPT Downstream Drain TYPICAL 10-12'7250-300MM DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.Ea. kr s MOO anAliniitl'.I401,illaIIIIIIIMIIIII50'1.!.:111MININSINHIAIM HMI p 04, ••r 1H 111 y rl _ 2 8.66 6.46 3.23 1.48 3.02 2.80 425 10.7 IIIMIlisill I \ `J 60.3 219.8 164,1 82.1 37.5 76.7 71.0 IOBD 4.9 2 92 9.37 6,94 3.31 1.66 • 3.40 3.38 08. 13.8 .9 73 238.0 176.3 84.1 42.2 86.4 85.9 111.3 6.3 76.1 mm • 9.37 6.94 3.31 1.66 3.40 3.38 _ 4.38 . 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 1 7.44 3.53 1.91 3.65 3.38 _ _ 4.63 - 20.0 88.9 244.3 189.0 i 89.7 48.5 92.7 85.9 117.6 9.1 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. jctaulad 10.08_2 REV P IPS CARBON STEEL PIPE- FIRE PROTECTION VALVES 10.08 Ire 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(2 2—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(21/2—3"): PPS Coated ductile iron Series 717(4—12"):Welded Nickel Disc Seal or Coating: • Grade"T"Nitrile(Series 717H ONLY) Nitrile(Orange color code).Temperature range—20°F to+180°F/-29°C to+82°C.Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range;except hot,dry air over+140°F/+60°C and water over+150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. • Grade"E"EPDM(Series 717 ONLY) EPDM(green color code).Temperature range-30°F to+230°F/-34°C to+110°C.Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services.NOT RECOMMENDED FOR PETROLUEM SERVICES. * Services listed are General Service Recommendations only.It should be noted that there are services for which these gaskets are not recommended.Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: • Series 717H(2—3750—80 mm):CF8M Cast Stainless Steel • Series 717(21/2—3"):Aluminum bronze with elastomer seal • Series 717(4—127100—300mm)Elastomer-coated ductile iron Shaft: • Series 717H(2—3750-80mm): Brass • Series 717(2' —3"):Type 416 Stainless Steel • Series 717(4—127100—300mm)Type 316 Stainless Steel Spring:All sizes Type 302/403 Stainless Steel Shaft Plug: • Series 717H(2—3150—80mm):Type 416 Stainless Steel • Series 717(2V2-12165—300mm):Carbon steel zinc plated Pipe Plug: • Series 717H(2—3150—80 mm):carbon steel zinc plated • Series 717(4—12"/100—300mm):Carbon steel zinc plated www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. •O'Caul.O® REV_„P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 rim! SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. 5717H/717HR 10 vi 0 F F� Ow 1 �0%��� ��� w ti CC w 0.1 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 100.00 _a VI F ��F �F 10.00 yoF cb� D CC LU CC 1.00 100 1000 10000 FLOW RATE(Litres/Min) • www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. I�it`a11u�1�. 10.08 4 REV P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 ire Lor'tf® SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. 5717/717R 10 vi a F F c6 F F FF FF tc v� ^� of oc) ho Mai "'� o° ry oe 0 ro ti ti ff ti M 0 1 � v; ar ro o e cc M a b v s a 0.1 10 100 1000 10000 100000 FLOW RATE-G.P.M. 5717/717R 100.00 a , N FF F F F`c `� e o F vn �� R o yF o 10.00 Q ro° boo cc ry, M a hco .o CL 1.00 10.00 100 1000 10000 100000 FLOW RATE(Litres/Min) • www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ictaulie REV_P 10.08 5 ireLec 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 ictduIl�+ VICTAULIC IS A REGISTERED TRADEMARK OF VIC1AULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.08 I . , �.,€ i is t '�� � Fire Department Connection, x 7 x� = Straight Pattern Description The Straight Pattern Fire Department Connection is Underwrit- Specifications ers' Laboratories listed and Factory Mutual Approved. Manufac- tured from solid brass* components to increase service life. The Size: single clapper design features brass clapper and brass seats 4" IPS Outlet within a cast brass* body. The 2 1/2" swivels are pin lug design (2) 2 1/2" Swivel Inlets for ease of use and compatibility with local fire service districts. Type. Straight Pattern Swivel gaskets are included. Breakable caps or plugs should be Material: installed to protect swivels and prevent debris from being acci- Brass* dently introduced into the water way. *Swivels: NST 3.0686 x 7.5T Installation CF 2.9900 x 7.5T BCT 3.0000 x 8 TP Installation of the Fire full turn past hand tight. Make NYFD 3.0300 x 8 TP Department Connection is sure FDC is aligned accord- QST 3.0310 x 7 TP achieved with readily avail- ing to requirements. CIN-new 3.0580 x 6 TP able jobsite tools. Prior to PHX 3.0620 x 6 TP installation make sure the DO NOT OVER TIGHTEN. TEM 3.0750 x 6 TP identification sign has CLV 3.0780 x 8 TP proper g OVERTIGHTENING MAY CIN-old 3.0930 x 6 TP been installed on the nipple. CAUSE SEVERE STRETCH- ONT 3.1250 x 5 TP Coat male threads of 4" IPS ING AND POSSIBLE DET 3.1250 x 7.5T nipple liberally with a suitable CRACKING OF THE OF NovaSco 3.2300 x 5 TP pipe thread sealant such as THE FDC BODY. Dayton 3.2340 x 6 TP Pipefit®. Tighten FDC one Richmon 3.3120 x 8 TP Raleigh 3.3400 x 6 TP Approvals: UL Listed 300psi `Contains lead. Not for use in water sys- FM Approved 300psi tems intended for human consumption. Fire Protection Products, Inc 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©1995-2010 Fire Protection Products,Inc(FPPI) >,o,Pv>,P �£ For questions: 1 800 344-1822•1 800 344-3775 fax•www.fppi.com rev071410 Worldwide www.t co-fire.com Fire Protection Contacts y 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 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 Approved chlorinated polyvinyl chloride (CPVC) MEA City of Los Angeles r resin and state of the art additives. TYCO CPVC Pipe and Fittings are (Refer to Installation Handbook IH-1900 ��� '= 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 1 1400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. *yam BLAZEMASTER is a trademark of The Lubrizol Corporation. '� Fire Protection Products .,,,,„.,,,,,,,,,,,,,„ .,,,;,,„„,,,,,„:„„ 0 A N E NVO® i!!!iitrir: ,f,„,.,,,,,,„„,, ,,,„,,,,,,,,,,,,, SIDEWINDER® FOR WOOD -Horizontal Application Application Product Features Not less than 2"nominal width Aroljn:rAl ,.:, •No pre-drilling required. (1-1/2")up to 3-1/2"pipe;not less than nominal width 4"&5"pipe •Quick to install using the Sammy ,11 1---I Floor Joist Nut Driver with an 18V cordless ,AiliVorr Minimum 2-1/2"from bottom for =,�;; drill/driver branch lines.Minimum 3"from bot- "= tom for main lines.Exception:This •Saves time from traditional 04 W requirement shall not apply to 2"or methods. thicker nailing strips resting on top of '1, steel beams. •Reduces installation costs. 4 •Made in the U.S.A. iz x ��' Watcha Ndeo demons6alion at www"itwbuildex"com) W LU Ap Rod Part Model Screw Ultimate UL Test Box Case provals Size Number Descriptions Pullout(Ibs) Load abs) Qty Qty in 1/4" 8019957 SWG 200 1/4 x 2" 1725 (Fir) 25 125 Q. 3/8" 8020957 SWG 1 D 1l4 x 1" 622 (Fir) 300 25 125 Q., 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 Q. 3/8" 8073925 SWG 20-SS 1/4 x 2'" 1725(Fir) 850 25 125 c),,. 3/8"* 8022925 SWG 25-380 318 x 2-1/2" 2249 (Fir) 1500 25 125 #14 SW Red 3/8" 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 W Nut Driver r Part#8114910 "May require pro-drilling;consuitjoist manufacturer. ' W t SAMMYS SWIVEL HEADTM FOR WOOD - Swivel Application V c2 Application Product Features , 0 V WOOD JOIST SHL \ '.fORRAFTER ': •Eliminates distortion of threaded rod. , ;. •Accommodates up to 3%"x 12 pitch roof. - : •,: It 11/010ER •Allows 17°deflection from vertical. Co R°° •Saves time from traditional methods. I W r •Reduces installation costs. ii Ct 1 ANGER •Made in the U.S.A. 0 RANGER �� MA7(ANGLE 89° CO 0 Approvals Rod Part Model Screw Ultimate UL Test Load FM Test Min Box Case W Size Number Descriptions Pullout(Ibs) (Ibs) Load(Ibs) Thickness Qty Qty SWIVEL #14 Black E 0.Q 3/8" 8139957 SH GST 20 1/4 x 2" 1257(Fir) 1050 1475 25 125 l Q P.Nut Driver " _ 3/8' 8141957 SH-GST 30 1/4 x 3" 1720(Fir) Part#8113910 -5,,, 1500 1475i 'l 25 125 § """1903 Dim.Lumber 3/8"* 8269957 SH-GST/CST 20 5116 x 1-3/4" 1406 @ 45°off vertical 850 @ 45° 25 125 Dim.Lumber /w ) 903 Dim.Lumber 1/2" 8303957 SH-GST/CST 2.0 5/16 x 1-3/4" 1406 @ 45°off vertical 25 125 Dim.Lumber 1500 lial 'May require pre-drilling;consult joist manufacturer. 0 r14 Nut(rl er k Part#8273910 Q 5 To find a distributor near you,call 800-BUILDEX Pipe Hangers 12 Fig.200 - "Trimline"Adjustable Band Hanger (B-Line Fig.B317ONF) T©LcoLL Fig.200F- "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig.B317ONFF) 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 0o, Function: For fire sprinkler and other general piping purposes. Knurled -- swivel nut design permits hanger adjustment after installation. ,' % Features: , ®/ • (1/2" (15mm)thru 2" (50mm)) Flared edges ease installation for all pipe ...... , types and protect CPVC plastic pipe from abrasion. Captured design f keeps adjusting nut from separating with hanger. Hanger is easily B ' I� installed around pipe. A �I For hanger with non-captured nut order Fig. 200S. I, & ' • (21/2" (65mm)thru 8" (20omm)) Spring tension on nut holds it securely in hanger before installation.Adjusting nut is easily removed. '',, (;,' --1 ,/, ss' Approvals: Underwriters Laboratories listed (1/2" (15mm)thru 8" (200mm)) Fig.200-1/z.200-3/4 in the USA(UL)and Canada (cUL)for steel and CPVC plastic pipe and Fig.200-1 to 200-2 Fig.200-21/2 to 200-8 Factory Mutual Engineering Approved(FM) (3/4" (20mm)thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E &A-A-1 192A,Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69&SP-58, Type 10. Maximum Temperature: 650°F(343°C) ' Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts r, in place of a knurl nut. Order By: Figure number and pipe size iq, .441 Designed to meet or exceed requirements of FM DS 2-0. .' 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' 179.4) 25/8" (66.7) 11 (5.0) ri 200-3/4 3/4' (20) 3/8"-16 31/8' (79.4) 21/2" (63.5) 11 (5.0) Jii- 200-1 1" (251 3/8"-16 ' 33/8' 185.7) 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" (142.91 41/8" (104.71 27 (12.3) 200-3 3" (75) 3/8"-16 57/8° (149.11 4" (101.6) 29 (13.3) Fig.200S 200-31/2 31/2" (901 3/8"-16 73/8" (187.3) 51/4" (133.3) 34 (15.6) 200-4 4" (100) 3/8-16 73/8" (187.3) 5" (127.0) 35 (16.01 200-5 5" (125) 1/2"-13 91/8" (231.8) 61/4" 1158.7) 66 (30.2) 200-6 6" (150) 1/2"-13 101/8" (257.2) 63/4" 1171.4) 73 (33.4) 200-8 8" (2001 1/2"-13 131/8" (333.41 83/4" (222.21 136 (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 by < Pipe Clamps Fig.28M - Offset Hanger& Restrainer for CPVC Plastic Pipe and IPS Steel Pipe ** ®TOLCO Size Range: 3/4" (20mm)thru 2" (32mm) CODS 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 : ''' i eliminating impact tool damage to pipe 0. c •Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4" x 1" tek type self drilling tapping screws •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 B 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, ``a 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Figure number and pipe sizeFig.27B ! (2)Required Patent#7,744,042 ** With reduced spacing, consult factory. - ' ;q fi ---------- r r ;""T d a �_ n a �'� Hanger and Restraint r Application a QQ . d . IrT Q r y Restraint Fig.27B E �---/ (1)Required ri 1 i m ,., l' ,.. t., �___,� High Side of Hanger a 4, ,; Restraint g) 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" (1676) 9 (4.1) 28M-1 1" (25) 21/8" (54.0) 3/16" (4.8) 31/2" (88.9) 6"-0" (1829) 12 (5.4) 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) 47/18'(112.71 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. Line Fire Protection Solutions 41 by * Pipe Clamps Fig.24- Hanger for CPVC Plastic Pipe&IPS Steel Pipe** 1' TOLC[ Double Fastener Strap Side Mounted (B-Line B3183) C ii es 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 1 using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of /' NFPA 13, 13R and 13D. 7, —•. Features: Fig. 24 incorporates features which protect the pipe and 1 \\ ease installation.The flared edge design protects the CPVC pipe from ul any rough surface. Easily attaches to the building structure using the ' two UL Listed hex head self threading screws*furnished with the i ` vv„,/_.--- product. It is recommended that rechargeable electric drills fitted with 1; f i i, a hex socket attachment be used as installation tools. No impact • tools(such as a hammer)are allowed. Damage has been known to O result from installations using impact type tools. No pre-drilling of a a pilot hole in wood is required. B Finish: Pre-Galvanized \\�__ B Order By: Figure number and pipe size * Hardened hex head self threading screw is furnished with the 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) 5/16" (7.9) 9 (4.1) 24-1 1" 125) 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" (401 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" 143.6) 13/16" (30.2) 8 (2.44) 5/16" (7.9) 15 (6.8) Fig. 25 - Surge Restrainer 010111 1 c u L u s o Size Range:—One size fits 3/4" (20mm)thru 2"(40mm) pipe. LISTED 3 Material:—Pre-Galvanized Steel ► __ 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 #' 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 pipe or CPVC plastic Pipe. 4=4 Approvals:—Underwriters Laboratories Listed only when used with , ) `'r band hanger Fig. 200, in the USA(UL)and Canada(cUL). Finish: Pre-Galvanized I Order By: Figure number and band hanger, size from 3/4"(20mm)thru 2" (40mm). Patent#5,344,108 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. 13-Line by IA. 38 Fire Protection Solutions AUTOMATIC SPRINKLERS } { 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 -nm glass ampule as the thermosensitiveelement.They feature economy, aesthetics and low flow. The combination of the 3mm frangible glass ampule and spe- , ciall Y designed deflector make the Model GL4110 and GL4910 9 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 „i ;; Inc.as described in the UL Standard for Residential Sprinklers for F 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. RESIDENTIAL 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 of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL DATA -11* ' ) 41/ *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). 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 AVAILABLESPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY f 1' J"'" r55°F�� F �W h� INTERMEDIATE ", ni" ;' 9 '��11 YELLOW II 'F" y 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX989-846-9231 SEPTEMBER2010 A-1 BULLETIN GL4110/GL4910,REV.#6 L AUTOMATIC SPRINKLERS MODEL GL4110 & GL4910 PENDENT • RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN K FACTOR THREAD LENGTH FINISHES 155°F 175°F cULus NYC-DOB MODEL SIZE 68°C 79°C3 MEA 101-92-E Factory Bronze GL4110 4.1 (58 metric) Satin Chrome' 1/2" NPT 2 1/2" Chrome X X X X 4.9 (6.4 cm) White Polyester2 GL4910 Nominal (68 metric) Black Polyester2 Lead Coated' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2 C-U.L.LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. INSTALLATION DATA ,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 G.P.M. -8.6 P.S.I. 16' x16' 14 G.P.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT 12' x 12' 13 G.P.M. -7 P.S.I. 14' x14' 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 w.cEolu.Nc Quantity Model Number ° Style 29 32 DIA._ °Orifice ° Temperature ° Finishes desired � �2 •Quantity-Wrenches- P/N 325390 REDUCER •Quantity- Recessed Wrenches - P/N 325391 °Quantity-Proctective Caps-P/N 327109-CAP �8„ MIN. (Friction Fit Recesed) 15/8" MAX. r „8 GLOBE® PRODUCT WARRANTY ,�L9 ' Globe agrees to repair or replace any of its own — f• MIN.} manufactured products found to be defective in mate- CEILING 1 1/2" MAX. rial or workmanship for a period of one year from date CUP -V�l 1-•-,. + 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). 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com FIRE SPRINKLER CORPORATION SEPTEMBER2010 PRINTED U.S.A. BULLETIN GL4110/GL4910,REV.#6 AUTOMATIC SPRINKLERS meow GL SERIES 111111111111.Fir .n = UPRIGHT e PENDENT FIRE SPRINKLER 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. r 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 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) .> A Water Working Pressure Rating - 175 psi (12 Bars) zw' 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 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 ;7I - " _ I ORANGE/RED INTERMEDIATE � ' � � s YELLOW/GREEN V HIGH ,� '• �, �� L ; '' BLUE ,_ _ 1 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT 0 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. 1 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 — — — SIDEWALLt 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 GL5627n 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. DINSTALL 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 ® 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 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JUNE 2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 QUICK R P SE ...... ;EY% S AUTOMATIC SPRINKLERS WIIIIIr GL SERIES fit RP : DRY TYPE FIRE SPRINKLER CORPORATION 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 andNE4d 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 faster than 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 hermetically sealed frangible glass ampule that contains a precisely measured I amount of fluid. When heat is absorbed, the liquid within the bulb expands - 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). 1114 , • Water Working Pressure Rating - 175 psi (12 Bars). • Factory tested hydrostatically to 500 psi (34 Bars). 4 1 Maximum low temperature glass bulb rating is -67°F (-55°C). • 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 5 �pr'';'''''','-'7''',1C-460°Q„-tWY '" ORANGE/RED � F �li� .44 ��I � INTERMEDIATE" �O ') YELLOW/GREEN HIGH „ iVgtii „ttv ;4 .0944 BLUE 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 JULY 2010 A-58 BULLETIN GL5641, REV. #14 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. 'Lead Coated is UL approved only. APPROVALS STYLE SIN CODE K FACTOR THREAD SIZE 135°F 155°F 175°F 200°F 286°F *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 oved 155°F from d 200 200°F onl 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 ';',,"M,„';°„_,' proper sprinkler head wrench may be used with extreme care "`"'" ""i for lengths up to approximately18".Excessive force may distort FITTING FITT. the frame thus destroying the unit. r ,7/i,`E'.. "t?,u,af When installed in a wet system extending into a freezing L + L, area see chart on Dry Caution Sheet for minimum exposed �'" barrel length to prevent ice plugs. Please refer to our Dry Caution sheet for further important installation data. Jro"M" MOLE"w� ns " a °pF°=E j n" wP ORDERING INFORMATION ems'B1 c�s'EXTENDED µ e, cis 15RECESSED SPECIFY HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL °Quantitye « Model Number « Stet «Orifice ® Temperature *Finishes desired •Quantity-Wrenches-P/N 333010 "" ''"'!:o°`-1 •Quantity-Recessed Wrenches-P/N 337014 FACE 0, «Quantity-Protective Caps-P/N 327109-CAP(Friction Fit FAG— FAD I_ _`°" FACE OF E,=E Recessed) .Escutcheons desired HOWI— "'""`""°"m '- ' L °"A"Dimension-Distance from face of fitting to the finished ceiling regardless of escutcheon used. jFlm o'er x""r s=RE.E "o4E"w"="r µs �, µ u 155 L GLOBE®PRODUCT WARRANTY z A„''" 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). Itit Vir 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