Loading...
Specifications (30) I ENCOURAGEi'3 RECEIVED vvx\t-A6z.e. cz-c . WETCERT CERTIFICATION OCT 17 2018 CER OF TIGARD �° P;-91-1-Y"; NG DIVISION '' OP CO '' '''' '''' �, F _ ,_as ' �"' ' � x ,' -497;iw-g'-w44""LITOMAT-IC EIRE PROTECTIO _-,,', ,..,t : HYDRAULIC CALCULATION SUBMITTALS 0 THE LDS APARTMENTS BUILDING 4 ,! •, �` , / .r.gar\,\G 1 "p" 77506 PE 10-11-2018 OREGON co .'<<,,p,� 10 ti,cPs Ry L . 0'C' EXPIRATION DATE:12/31/18 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 Ott WE SUPPORT AND ENCOURAGE NICET CERTIFICATION cea , x TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CALCULATION DESIGN AREA 1 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 VV VAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT SW 77th PI & SW Hunziker ADDRESS SW 77th PI & SW Hunziker CROSS STREET FLOW HYDRANT SW 77th PI. & SW Hunziker LOCATION STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 DATED 05.04.18 MONITOR HYDRANT SW 77th PI. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner FORWARD FLOW CALCULATION AND AVAILABLE WATER FLOW AT PITOT Project Name: Job€/: 2018-TF-004 THE FIELDS - BUILDING 4 Date: Aug-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 11/2 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 Vali 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 I Remaining Pressure 1 80 1 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 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date:8/27/2018 Contractor Information Name of Contractor: FIRE STOP 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/ft,) 0.1 Area of Application(ft') 410 Coverage per Sprinkler(ft2) 200 / ' I, Number of Calculated Sprinklers 4 U" 75O6 In-Rack Demand(gpm) 0 PE Special Heads 10-11-2018 OREGON Hose Streams(g pm) 100 9 OOco � F,f, 1 o `L �P Total Water Required (incl.Hose Streams) (gpm) 182.9 ' - L Required Pressure at Source(psi) 78.2 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 311.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright02002-2012 Tyco Fire Protection Products Page 1 Job :THE FIELDS BUILDING 4 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 Hoses Inside Hose Flow/Standpipe Demand (gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ove head Sprinkler Flow(gpm) 82.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.9 Other Required Margin of Safety(psi) 0 SRC -Pressure(psi) 78.2 SRC -Flow(gpm) 82.9 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 1 Supply System Demand -0- Add. Out. Hose 1 140 130 120W__Ra ._ �_ �m. cI II� i2 99. 5155 �i I,.a as a me a lea=a au ay ma es etee um mat sew or arm arm eas 100 — - -- . al..mwahmea— I W 91 D3 ■r e'er I '. .. 80-t,t N 70 C1- 60 il 50 m 40 30 D1 j 2. , 10 J 0 1 tan'r ....■>•■.■....n-mo.out=a.petoarmiseimmis>.msow>_mosimeessoment_siommems) 0 7090900 00010t20D300400 50016001700180019002000 2100 2200 2300 240() Flow, gpm File:C\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 82.9 78.2 D3 System Demand+Add.Out.Hose 182.9 78.2 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) © Flow (gpm) Supply 104 99.4 25.8 182.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi172) (gpm/ft2) (gpm) (psi) (gpni/ft2 ) (gpm) (psi) 101 Overhead 200 4.9 0.1 20 16.7 0.113 22.5 21.1 Sprinkler 102 Overhead Sprinkler 200 4.9 0.1 20 16.7 0.1 20 16.7 103 Overhead 200 4.9 Sprinkler 0.1 20 16.7 0.101 20,2_ 17.1 104 Overhead Sprinkler 200 4.9 0.1 20 16.7 0.101 20.1 16.9 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job :THE FIELDS BUILDING 4 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: 1 102 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.09 150 16.7 0003 36.46 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.09 1.4 0003 36.46 4.9 1 1x(BM.Tee-Run)=1 1 150 14.3 0002 36.46 24.9 1.101 1 0.1016 0 2 0.2 0002 36.46 20.1 1 1x(BM.Tee-Run)=1 2.13 150 14.5 1129 36.46 45 1.101 1 0.3044 0 3.13 1 1129 36.46 -12.4 1 2x(BM.Tee-Run)=2 11.83 150 15.5 1127 36.46 32.6 1.101 2 0.1679 0 13.83 2.3 1127 36.46 -14.7 1 5x(BM.Tee-Run)=5 36.43 150 17.8 1121 36.46 18 1.101 lx(BM.Tee-Br)=5 10 0.0557 0 46.43 2.6 1121 36.46 -4.8 1 lx(BM.Tee-Run)=1 16.77 150 20.4 1118 36.46 13.1 1.101 2x(BM.Tee-Br)=10 11 0.0312 0 27.77 0.9 1118 36.46 13.1 1 lx(BM.Tee-Br)=5 9.29 150 21.2 0900 27.17 26.2 1.101 5 0.1117 4 14.29 1.6 0900 27.17 -10 1 lx(BM.Tee-Br)=5 9.25 150 26.9 0477 17.92 16.2 1.101 5 0.0458 4 14.25 0.7 0477 17.92 -7.1 1 1x(BM.Tee-Br)=5 9.25 150 31.5 0503 8.67 9.1 1.101 5 0.0157 4 14.25 0.2 0503 8.67 -4.2 1 2x(BM.Tee-Run)=2 16.77 150 35.8 0869 8.67 4.9 1.101 lx(BM.Tee-Br)=5 7 0.0049 0 - 23.77 0.1 0869 8.67 -0.4 1 lx(BM.Tee-Run)=1 9.5 150 35.9 0861 8.67 4.5 1.101 1 0.0043 0 10.5 0.0 0861 8.67 -1.1 1 2x(BM.Tee-Run)=2 6.46 150 35.9 0854 8.67 3.4 1.101 2 0.0026 0 8.46 0.0 0854 8.67 -0.6 1 3x(BM.Tee-Run)=3 27.29 150 35.9 0517 8.67 2.8 1.101 lx(BM.Tee-Br)=5 8 0.0018 0 35.29 0.1 0517 8.67 5.6 1 2x(BM.Tee-Run)=2 20.97 150 36 0520 8.67 8.5 1.101 2 0.0138 0 22.97 0.3 0520 8.67 -2.3 1 lx(BM.Tee-Br)=5 6.46 150 36.3 0688 8.67 6.2 1.101 lx(BM.Tee-Run)=1 6 0.0077 0 12.46 0.1 0688 8.67 -1.5 1 19x(BM.Tee-Run)=19 139.45 150 36.4 0592 8.67 4.7 1.101 2x(BM.Tee-Br)=10 29 0.0046 0 168.45 0.8 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 5 Job :THE FIELDS BUILDING 4 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 0592 8.67 14.3 1 lx(BM.Tee-Run)=1 6.46 150 37.2 0540 8.67 19 1.101 1 0.0614 0 7.46 0.5 0540 8.67 10.9 1 7x(BM.Tee-Run)=7 39.66 150 37.7 0555 8.67 29.9 1.101 lx(BM.Tee-Br)=5 12 0.1423 0 51.66 7.3 0555 8.67 53 1.25 1x(coupling)=1.59 29.97 150 45 0566 8.67 82.9 1.394 3x(BM.Tee-Run)=3 22.59 0.2988 0 3x(BM.90)=18 52.56 15.7 0566 8.67 0 2 lx(coupling)=1.23 3.95 120 60.7 FS-O 5.42 82.9 2.157 lx(us.Tee-Br)=12.31 13,54 0.0539 1.4 17.49 0.9 FS-0 5.42 0 2 1 0 63.1 Flow Switch FS-I 5.33 82.9 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 66.1 BFP-O 3.21 82.9 2.157 1.23 0.0539 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 67.2 Ames3000SM BFP-I 1.33 82.9 0 0 4.15 0.8 1 1.88 7.8 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 75.7 RC 1.17 82.9 2.067 1 0.0663 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 76 FF 1 82.9 4.26 1.32 0.002 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 76 0360 -3.75 82.9 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 1x(coupling)=1.94 43.84 150 78.1 0361-0 -3.75 82.9 4.24 1.94 0.0013 0 45.78 0.1 0361-0 -3.75 0 4 0.75 0 78.2 Gate A2360 0361-I -3.75 82.9 0 0 0.0068 0 0.75 0 0361-I -3.75 0 4 1.41 150 78.2 SRC -3.75 82.9 4.24 0 0.0013 0 1.41 0 SRC 78.2 Path No: 2 104 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 10.67 150 16.9 0002 36.46 20.1 1.101 lx(BM.90)=5 10 0.0685 -3.8 20.67 1.4 0002 14.5 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 6 I Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 3 103 27.79 4.9 20.2 1 lx(BM.Tee-Br)=5 8.67 150 17.1 0004 36.46 20.2 1.101 5 0.0693 -3.8 13.67 0.9 0004 36.46 -4.9 1 15x(BM.Tee-Run)=15 127.32 150 14.2 0025 36.46 15.4 1.101 1x(BM.Tee-Br)=5 40 0.0416 0 4x(BM.90)=20 167.32 7 0025 36.46 -1.7 1 lx(BM.Tee-Run)=1 12.11 150 21.2 1061 36.46 13.6 1.101 2x(BM.Tee-Br)=10 11 0.0334 0 23.11 0.8 1061 36.46 9.4 1 lx(BM.Tee-Br)=5 9.29 150 22 0972 27.17 23.1 1.101 5 0.0885 4 14.29 1.3 0972 27.17 -4.4 1 lx(BM.Tee-Run)=1 9.25 150 27.3 0181 17.92 18.7 1.101 1 0.06 4 10.25 0.6 0181 17.92 -6 1 lx(BM.Tee-Br)=5 9.25 150 31.9 0602 8.67 12.8 1.101 5 0.0296 4 14.25 0.4 0602 8.67 -1.4 1 2x(BM.Tee-Run)=2 12.11 150 36.3 0597 8.67 11.3 1.101 lx(BM.Tee-Br)=5 7 0.0237 0 19.11 0.5 0597 8.67 2.9 1 2x(BM.Tee-Ru n)=2 9.5 150 36.8 0592 8.67 14.3 1.101 2 0.0362 0 11.5 0.4 0592 37.2 Path No: 4 101 27.79 4.9 22.5 1 lx(BM.Tee-Br)=5 13.98 150 21.1 1102 36.46 22.5 1.101 lx(BM.90)=5 10 0.0843 -3.8 23.98 2 1102 36.46 -9.4 1 4x(BM.Tee-Run)=4 52.18 150 19.4 1118 36.46 13.1 1.101 lx(BM.Tee-Br)=5 9 0.0308 0 61.18 1.9 1118 21.2 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 7 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 5 1129 36.46 0 1 21x(BM.Tee-Run)=21 150.95 150 15.5 0027 36.46 12.4 1.101 2x(BM.Tee-Br)=10 56 0.0278 0 5x(BM.90)=25 206.95 5.8 0027 36.46 1.7 1 lx(BM.Tee-Run)=1 6.46 150 21.2 0031 36.46 14.1 1.101 1 0.0354 0 7.46 0.3 0031 36.46 -1.2 1 4x(BM.Tee-Run)=4 17.13 150 21.5 0041 36.46 12.9 1.101 4 0.0302 0 21.13 0.6 0041 36.46 5.3 1 2x(BM.Tee-Run)=2 22.53 150 22.1 0049 36.46 18.2 1.101 2x(BM.Tee-Br)=10 12 0.057 0 34.53 2 0049 36.46 5.3 1 lx(BM.Tee-Run)=1 9.29 150 24.1 0150 27.17 23.5 1.101 1 0.0914 4 10.29 0.9 0150 27.17 12.4 1 lx(BM.Tee-Run)=1 9.25 150 29.1 0159 17.92 35.9 1.101 1 0.2003 4 10.25 2.1 0159 17.92 17.1 1 lx(BM.Tee-Br)=5 9.25 150 35.1 0555 8.67 53 1.101 5 0.4124 4 14.25 5.9 0555 45 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 6 1127 36.46 0 1 8x(BM.Tee-Run)=8 46.44 150 17.8 1178 36.46 14.7 1.101 2x(BM.Tee-Br)=10 23 0.0381 0 lx(BM.90)=5 69.44 2.6 1178 36.46 4.8 1 2x(BM.Tee-Run)=2 5.94 150 20.4 1180 36.46 19.5 1.101 2 0.0646 0 7.94 0.5 1180 36.46 -3.8 1 3x(BM.Tee-Run)=3 7.13 150 20.9 1262 36.46 15.7 1.101 3 0.0435 0 10.13 0.4 1262 36.46 -1.8 1 2x(BM.Tee-Run)=2 7.95 150 21.4 1257 36.46 13.9 1.101 2 0.0346 0 9.95 0.3 1257 36.46 1.5 1 2x(BM.Tee-Run)=2 18.82 150 21.7 0103 36.46 15.4 1.101 1x(BM.Tee-Br)=5 7 0.0416 0 25.82 1.1 0103 36.46 -5.3 1 lx(BM.Tee-Run)=1 10.27 150 22.8 0105 27.17 10.1 1.101 lx(BM.Tee-Br)=5 11 0.0191 4 1x(BM.90)=5 21.27 0.4 0105 27.17 2 1 1x(BM.Tee-Br)=5 9.25 150 27.2 0374 17.92 12.1 1.101 5 0.0266 4 14.25 0.4 0374 17.92 -4.1 1 lx(BM.Tee-Br)=5 9.25 150 31.6 0773 8.67 8 1.101 5 0.0124 4 14.25 0.2 0773 8.67 -3.3 1 2x(BM.Tee-Run)=2 17.84 150 35.8 0777 8.67 4.7 1.101 lx(BM.Tee-Br)=5 7 0.0047 0 24.84 0.1 0777 8.67 -2.1 1 17x(BM.Tee-Run)=17 143.93 150 35.9 0729 8.67 2.6 1.101 2x(BM.Tee-Br)=10 47 0.0016 0 4x(BM.90)=20 190.93 0.3 0729 8.67 3.3 1 2x(BM.Tee-Run)=2 7.95 150 36.2 0724 8.67 5.9 1.101 2 0.0071 0 9.95 0.1 0724 8.67 2.7 1 lx(BM.Tee-Br)=5 7.13 150 36.3 0534 8.67 8.6 1.101 5 0.0142 0 12.13 0.2 0534 8.67 2.3 1 3x(BM.Tee-Run)=3 45.78 150 36.5 0540 8.67 10.9 1.101 lx(BM.Tee-Br)=5 8 0.022 0 53.78 1.2 0540 37.7 Path No: 7 1121 36.46 0 1 2x(BM.Tee-Run)=2 10.02 150 20.4 1178 36.46 4.8 1.101 2 0.0049 0 12.02 0.1 1178 20.4 File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 8 0900 27.17 0 1 2x(BM.Tee-Run)=2 16.77 150 26.9 1426 27.17 5.4 1.101 1x(BM.Tee-Br)=5 7 0.006 0 23.77 0.1 1426 27.17 -0.2 12x(BM.Tee-Run)=2 9.5 150 27 1417 27.17 5.2 1.101 2 0.0055 0 11.5 0.1 1417 27.17 0.2 1 2x(BM.Tee-Run)=2 6.46 150 27.1 1336 27.17 5.4 1.101 2 0.006 0 8.46 0.1 1336 27.17 -0.2 1 2x(BM.Tee-Run)=2 7.13 150 27,1 1338 27.17 5.1 1.101 2 0.0055 0 9.13 0.1 1338 27.17 -1.4 1 2x(BM.Tee-Run)=2 7.95 150 27.2 1376 27.17 3.7 1.101 2 0.003 0 9.95 0.0 1376 27.17 -1.1 1 2x(BM.Tee-Run)=2 17.84 150 27.2 0105 27.17 2.6 1.101 lx(BM.Tee-Br)=5 7 0.0016 0 24.84 0.0 0105 27.17 -2 1 14x(BM.Tee-Run)=14 140.11 150 27.2 0124 27.17 0.7 1.101 5x(BM.90)=25 39 0.0001 0 179.11 0.0 0124 27.17 1.1 12x(BM.Tee-Run)=2 7.95 150 27.3 0129 27.17 1.8 1.101 2 0.0007 0 9.95 0 0129 27.17 1.4 1 lx(BM.Tee-Br)=5 7.13 150 27.3 0130 27.17 3.2 1.101 5 0.0022 0 12.13 0.0 0130 27.17 1.4 1 3x(BM.Tee-Run)=3 45.78 150 27.3 0136 27.17 4.6 1.101 lx(BM.Tee-Br)=5 8 0.0044 0 53.78 0.2 0136 27.17 7.8 1 5x(BM.Tee-Run)=5 39.66 150 27.5 0150 27.17 12.4 1.101 2x(BM.Tee-Br)=10 15 0.028 0 54.66 1.5 0150 29.1 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 10 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 9 0900 27.17 0 14x(BM.Tee-Run)=4 22.39 150 26.9 0909 27.17 4.6 1.101 lx(BM.Tee-Br)=5 9 0.0045 0 31.39 0.1 0909 27.17 0.2 1 3x(BM.Tee-Run)=3 9.5 150 27 0913 27.17 4.9 1.101 3 0.0049 0 12.5 0.1 0913 27.17 -0.2 1 lx(BM.Tee-Br)=5 6.46 150 27.1 0914 27.17 4.6 1.101 5 0.0045 0 11.46 0.1 0914 27.17 0.2 12x(BM.Tee-Run)=2 20.97 150 27.1 0917 27.17 4.9 1.101 2 0.005 0 22.97 0.1 0917 27.17 -1,4 1 lx(BM.Tee-Br)=5 6.46 150 27.2 0936 27.17 3.5 1.101 lx(BM.Tee-Run)=1 6 0.0026 0 12.46 0.0 0936 27.17 -1.5 1 21x(BM.Tee-Run)=21 141.45 150 27.3 0962 27.17 2 1.1012x(BM.Tee-Br)=10 51 0.0009 0 4x(BM.90)=20 192.45 0.2 0962 27.17 5.9 1 lx(BM.Tee-Run)=1 6.46 150 27.4 0136 27.17 7.8 1.101 1 0.012 0 7.46 0.1 0136 27.5 Path No: 10 0477 17.92 0 1 2x(BM.Tee-Run)=2 16.77 150 31.5 0480 17.92 3.8 1.101 lx(BM.Tee-Br)=5 7 0.0031 0 23.77 0.1 0480 17.92 -0.2 1 2x(BM.Tee-Run)=2 9.5 150 31.6 0492 17.92 3.6 1.101 2 0.0028 0 11.5 0.0 0492 17.92 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 31.6 0450 17.92 3 1.101 2 0.0021 0 8.46 0.0 0450 17.92 -1.3 1 3x(BM.Tee-Run)=3 27.29 150 31.6 0454 17.92 1.8 1.101 lx(BM.Tee-Br)=5 8 0.0007 0 35.29 0.0 0454 17.92 4.1 1 2x(BM.Tee-Run)=2 20.97 150 31.7 0300 17.92 5.8 1.101 2 0.0069 0 22.97 0.2 0300 17.92 -1.2 1 lx(BM.Tee-Run)=1 6.46 150 31.8 0266 17.92 4.6 1.101 lx(BM.Tee-Br)=5 6 0.0044 0 12.46 0.1 0266 17.92 -2 1 21x(BM.Tee-Run)=21 141.45 150 31.9 0171 17.92 2.6 1.101 2x(BM.Tee-Br)=10 51 0.0016 0 4x(BM.90)=20 192.45 0.3 0171 17.92 7.9 1 lx(BM.Tee-Run)=1 6.46 150 32.2 0170 17.92 10.6 1.101 1 0.0207 0 7.46 0.2 0170 17.92 6.6 1 5x(BM.Tee-Run)=5 39.66 150 32.3 0159 17.92 17.1 1.101 2x(BM.Tee-Br)=10 15 0.0508 0 54.66 2.8 0159 35.1 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 11 0477 17.92 0 1 4x(BM.Tee-Run)=4 22.39 150 31.5 0462 17.92 3.3 1.101 lx(BM.Tee-Br)=5 9 0.0024 0 31.39 0.1 0462 17.92 0.2 1 3x(BM.Tee-Run)=3 9.5 150 31.6 0458 17.92 3.5 1.101 3 0.0027 0 12.5 0.0 0458 17.92 0.5 1 lx(BM.Tee-Br)=5 6.46 150 31.6 0454 17.92 4.1 1.101 5 0.0035 0 11.46 0.0 0454 31.7 Path No: 12 0503 8.67 0 1 4x(BM.Tee-Run)=4 22.39 150 35.8 0512 8.67 4.2 1.101 lx(BM.Tee-Br)=5 9 0.0038 0 31.39 0.1 0512 8.67 0.4 1 3x(BM.Tee-Run)=3 9.5 150 35.9 0516 8.67 4.6 1.101 3 0.0044 0 12.5 0.1 0516 8.67 1.1 1 lx(BM.Tee-Br)=5 6.46 150 35.9 0517 8.67 5.6 1.101 5 0.0065 0 11.46 0.1 0517 36 Path No: 13 0869 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 35.9 0512 8.67 0.4 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0512 35.9 Path No: 14 0861 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 35.9 0516 8.67 1.1 1.101 2x(BM.Tee-Br)=10 15 0.0003 0 42.29 0.0 0516 35.9 Path No: 15 0854 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 35.9 0811 8.67 0.6 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0811 8.67 2.1 1 20x(BM.Tee-Run)=20 153.76 150 35.9 0724 8.67 2.7 1.101 lx(BM.Tee-Br)=5 65 0.0016 0 8x(BM.90)=40 218.76 0.4 0724 36.3 Path No: 16 0520 8.67 0 16x(BM.Tee-Run)=6 97 150 36.3 0534 8.67 2.3 1.101 4x(BM.90)=20 26 0.0012 0 123 0.2 0534 36.5 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 17 0688 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 36.4 0646 8.67 1.5 1.101 lx(BM.Tee-Br)=5 7 0.0005 0 16.5 0 0646 8.67 1.4 1 18x(BM.Tee-Run)=18 141.45 150 36.4 0597 8.67 2.9 1.101 lx(BM.Tee-Br)=5 43 0.0019 0 4x(BM.90)=20 184.45 0.4 0597 36.8 Path No: 18 0004 36.46 0 1 lx(BM.Tee-Run)=1 11 150 14.2 0003 36.46 4.9 1.101 1 0.0049 0 12 0.1 0003 14.3 Path No: 19 0025 36.46 0 1 2x(BM.Tee-Run)=2 9.5 150 21.2 0027 36.46 1.7 1.101 2 0.0007 0 11.5 0 0027 21.2 Path No: 20 0972 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 27.3 0967 27.17 4.5 1.101 lx(BM.Tee-Br)=5 7 0.0043 0 19.11 0.1 0967 27.17 1.3 1 2x(BM.Tee-Run)=2 9.5 150 27.4 0962 27.17 5.9 1.101 2 0.007 0 11.5 0.1 0962 27.4 Path No: 21 0181 17.92 0 1 2x(B M,Tee-Run)=2 12.11 150 31.9 0176 17.92 6.1 1.101 lx(BM.Tee-Br)=5 7 0.0076 0 19.11 0.1 0176 17.92 1.8 1 2x(BM.Tee-Run)=2 9.5 150 32 0171 17.92 7.9 1.101 2 0.0122 0 11.5 0.1 0171 32.2 Path No: 22 0602 8.67 0 1 lx(BM.Tee-Br)=5 141,21 150 36.3 0646 8.67 1,4 1.101 12x(BM.Tee-Run)=12 42 0.0005 0 5x(BM.90)=25 183.21 0.1 0646 36.4 Path No: 23 1102 36.46 0 1 10x(BM,Tee-Run)=10 120.52 150 19.4 1061 36.46 9.4 1.1011x(8M.Tee-Br)=5 35 0.0169 0 4x(BM.90)=20 155.52 2.6 1061 22 File:C:\DWG\-Firestop\The Fields\BLD 41The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 24 0031 36.46 0 1 3x(BM.Tee-Run)=3 45.78 150 21.5 1199 36.46 1.2 1.101 2x(BM.Tee-Br)=10 13 0.0003 0 58.78 0.0 1199 36.46 3.8 l lx(BM.Tee-Run)=1 7.13 150 21.5 1208 36.46 4.9 1.101 1 0.005 0 8.13 0.0 1208 36.46 1.8 1 lx(BM.Tee-Run)=1 7.95 150 21.5 1209 36.46 6.7 1.101 1 0.0091 0 8.95 0.1 1209 36.46 -1.5 1 6x(BM.Tee-Run)=6 49.83 150 21.6 0041 36.46 5.3 1.101 2x(BM.Tee-Br)=10 36 0.0058 0 4x(BM.90)=20 85.83 0.5 0041 22.1 Path No: 25 1180 36.46 0 1 8x(BM.Tee-Run)=8 145.26 150 20.9 1199 36.46 3.8 1.1012x(BM.Tee-Br)=10 38 0.0031 0 4x(BM.90)=20 183.26 0.6 1199 21.5 Path No: 26 1262 36.46 0 1 20x(BM.Tee-Run)=20 147.84 150 21.4 1208 36.46 1.8 1.1012x(BM.Tee-Br)=10 50 0.0008 0 4x(BM.90)=20 197.84 0.2 1208 21.5 Path No: 27 0103 36.46 0 1 14x(BM.Tee-Run)=14 164.28 150 22.8 0049 36.46 5.3 1.101 lx(BM.Tee-Br)=5 59 0.0058 0 8x(BM.90)=40 223.28 1.3 0049 24.1 Path No: 28 0374 17.92 0 1 2x(BM.Tee-Run)=2 17.84 150 31.6 0378 17.92 2.2 1.101 lx(BM.Tee-Br)=5 7 0.0011 0 24.84 0.0 0378 17.92 -0.5 1 17x(BM.Tee-Run)=17 143.93 150 31.7 0328 17.92 1.6 1.101 2x(BM.Tee-Br)=10 47 0.0007 0 4x(BM.90)=20 190.93 0.1 0328 17.92 1.9 1 2x(BM.Tee-Run)=2 7.95 150 31.8 0323 17.92 3.5 1.101 2 0.0027 0 9.95 0.0 0323 17.92 1.8 1 lx(BM.Tee-Br)=5 7.13 150 31.8 0314 17.92 5.4 1.101 5 0.0059 0 12.13 0.1 0314 17.92 1.2 1 3x(BM.Tee-Run)=3 45.78 150 31.9 0170 17.92 6.6 1.101 lx(BM.Tee-Br)=5 8 0.0086 0 53.78 0.5 0170 32.3 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright c02002-2012 Tyco Fire Protection Products Page 14 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 29 037417.92 0 1 14x(BM.Tee-Run)=14 140.11 150 31.6 0328 17.92 1.9 1.101 5x(BM.90)=25 39 0.0009 0 179.11 0.2 0328 31.8 Path No: 30 0773 8.67 0 1 14x(BM.Tee-Run)=14 140.11 150 35.8 0729 8.67 3.3 1.101 5x(BM.90)=25 39 0.0024 0 179.11 0.4 0729 36.2 Path No: 31 0777 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 35,9 0811 8.67 2.1 1.1011x(BM.Tee-Br)=5 6 0.001 0 13.95 0.0 0811 35.9 Path No: 32 1426 27.17 0 15x(BM.Tee-Run)=5 27.29 150 27 0909 27.17 0.2 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0909 27 Path No: 33 1336 27.17 0 1 2x(BM.Tee-Run)=2 27.29 150 27.1 0914 27.17 0.2 1.101 lx(BM.Tee-Br)=5 7 0.0000 0 34.29 0 0914 _ 27.1 Path No: 34 1338 27.17 0 1 20x(BM.Tee-Run)=20 147.84 150 27.2 0129 27.17 1,4 1.101 2x(BM.Tee-Br)=10 50 0.0005 0 4x(BM.90)=20 197.84 0.1 0129 273 Path No: 35 1376 27.17 0 1 18x(BM.Tee-Run)=18 143.93 150 27.2 0124 27.17 1.1 1.101 2x(BM.Tee-Br)=10 48 0.0003 0 4x(BM.90)=20 191.93 0.1 0124 27.3 Path No: 36 0913 27.17 0 1 5x(BM.Tee-Run)=5 27.29 150 27.1 1417 27.17 0.2 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 1417 27.1 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 37 0917 27.17 0 16x(BM.Tee-Run)=6 97 150 27.2 0130 27.17 1.4 1.1014x(BM.90)=20 26 0.0005 0 123 0.1 0130 27.3 Path No: 38 0936 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 27.3 1016 27.17 1.5 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 16.5 0 1016 27.17 -0.2 1 18x(BM.Tee-Run)=18 141.45 150 27.3 0967 27.17 1.3 1.101 lx(BM.Tee-Br)=5 43 0.0005 0 4x(BM.90)=20 184.45 0.1 0967 27.4 Path No: 39 0480 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 31.6 0462 17.92 0.2 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0462 31.6 Path No: 40 0492 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 31.6 0458 17.92 0.5 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 42.29 0 0458 31.6 Path No: 41 0450 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 31.6 0412 17.92 1.3 1.101 1x(BM.Tee-Br)=5 6 0.0004 0 13.13 0 0412 17.92 0.5 1 20x(BM.Tee-Run)=20 147.84 150 31.7 0323 17.92 1.8 1.101 lx(BM.Tee-Br)=5 45 0.0008 0 4x(BM.90)=20 192.84 0.2 0323 31.8 Path No: 42 0300 17.92 0 1 6x(BM.Tee-Run)=6 97 150 31.8 0314 17.92 1.2 1.101 4x(BM.90)=20 26 0.0004 0 123 0.0 0314 31.9 Path No: 43 0266 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 31.9 0225 17.92 2 1.101 3 0.0009 0 12.5 0.0 0225 17.92 -0.2 1 18x(BM.Tee-Run)=18 141.45 150 31.9 0176 17.92 1.8 1.101 2x(BM.Tee-Br)=10 48 0.0008 0 4x(BM.90)=20 189.45 0.1 0176 32 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 44 1209 36.46 0 1 18x(BM.Tee-Run)=18 143.93 150 21.6 1257 36.46 1,5 1.101 2x(BM.Tee-Br)=10 48 0.0005 0 4x(BM.90)=20 191.93 0.1 1257 21.7 Path No: 45 0378 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 31.7 0412 17.92 0.5 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.95 0 0412 31.7 Path No: 46 1016 27.17 0 1 lx(BM.Tee-Br)=5 141.21 150 27.3 0972 27.17 0.2 1.101 12x(BM.Tee-Run)=12 42 0.0000 0 5x(BM.90)=25 183.21 0 0972 27.3 Path No: 47 0225 17.92 0 1 13x(BM,Tee-Run)=13 141.21 150 31.9 0181 17.92 0.2 1.101 5x(BM.90)=25 38 0.0000 0 179.21 0 0181 31.9 Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. Maximum Velocity of 17.87 ft/s occurs in the following pipe(s): (0555-0159) File:C:ADWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC —1 I MI I I I I 04 psi @ 182.9 gpm(82.9 gpm+100 gpm add.out.hose) los , 100- 95- 90 85 80 75 , 70_ ac 65 60 N 55 2 50 45 -_ 40- 30 25 20 15 • 10- O O 0 0 O O O O p ' ,nV N W 0 O � O N N Flow,gpm Pressure Loss Function Design Area: 1; DFP Ref.: 2179(Ames3000SM1, Size = 2) 18.8 17.8 16.8 15.8 14.8 13.8 12.8 to II.K_ 6 10.8 9.8 x.x, 7.8 psi @ 82.9 gpm IC 7.8: _ 6.x 5.8- 4.8_ 2.8 2 1.8 TO1 O O N , N O\ b O '- CI Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job :THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2180 (Flow Switch, Size = 2) 3 psi @ 82.9•pm 2 3 z O8 1 - , Row,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2181 (Gate A2360, Size = 4) 1 546- — cf) 0. 1 046 Ce Ca 0 546-- _ 0 psi @82.9 gpm = 0 046 t1 Row,gpm File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 19 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date:8/27/2018 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) 430 Coverage per Sprinkler(ft2) 200 ' .40 Number of Calculated Sprinklers 4 „,:eizit .. ,,,A.„... / In-Rack Demand(gpm) 0 :��G( "�'O 77506 PE � Special Heads 10-11-2018 Hose Streams(gpm) 100 OREGON Total Water Required (incl.Hose Streams) (gpm) 181 9 vF9� 10 fi-O0Pte' Required Pressure at Source(psi) 88.7 CRY l . 0'0., Type of System Wet EXPIRATION DATE:12/31/18 Volume-Entire System (gal) 311.1 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Hoses Inside Hose Flow/Standpipe Demand (gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ove head 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) 0 SRC -Pressure(psi) 88.7 SRC -Flow(gpm) 81.9 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job THE FIELDS BUILDING 4 Hydraulic Analysis for : 2 Supply System Demand -F Add. Out. Hose 150 140 ti >2 99.515 10 t� D3 .,...-I to...wawa MM. 1.101.11111.14 ... ..«:MIMI ,.,. .. ...{ ,._.. 40 30 1 2 D1 ' 1010 Elm in is mg emu am as as IN mom mei No am Ns Es Ns awe ies aim lea nummen moo asolieue Ns am sew moo) 0 7090000 000100200300400 50016001700180019002000 2100 2200 2300 2401 Flow, gpm File:C.\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 22 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 81.9 88.7 D3 System Demand+Add.Out.Hose 181.9 88.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) © Flow (gpm) Supply 104 90.5 15.2 181.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY) (gpro'ft2) (gpm) (psi) (gpm/ft?) (gpm) (psi) 201 Overhead 200 4.9 0.1 20 16.7 0.107 21.4 19 Sprinkler 202 Overhead 200 4.9 0.1 20 16.7 0.101 20.1 16.9 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 0.102 20.4 17.3 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 23 1 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 203 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 1188 36.46 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 1188 36.46 -6.7 1 1x(BM.Tee-Run)=1 19 150 14.3 1190 36.46 13.3 1.101 1 0.0317 0 20 0.6 1190 36.46 20.4 1 3x(BM.Tee-Run)=3 58.76 150 14.9 1199 36.46 33.7 1.1014x(BM.90)=20 23 0.1777 0 81.76 14.5 1199 36.46 -16.3 1 3x(BM.Tee-Run)=3 45.78 150 29.4 0031 36.46 17.3 1.101 lx(BM.Tee-Br)=5 8 0.0521 0 53.78 2.8 0031 36.46 -8.3 1 lx(BM.Tee-Run)=1 6.46 150 32.2 0027 36.46 9.1 1.101 1 0.0156 0 7.46 0.1 0027 36.46 3.6 1 2x(BM.Tee-Run)=2 9.5 150 32.3 0025 36.46 12.6 1.101 2 0.0289 0 11.5 0.3 0025 36.46 4.9 1 lx(BM.Tee-Run)=1 12.11 150 32.7 1061 36.46 17.5 1.101 2x(BM.Tee-Br)=10 11 0.0528 0 23.11 1.2 1061 36.46 3.3 1 lx(BM.Tee-Run)=1 9.29 150 33.9 0972 27.17 20.8 1.101 1 0.0729 4 10.29 0.8 0972 27.17 -2.8 1 lx(BM.Tee-Run)=1 9.25 150 38.7 0181 17.92 18 1.101 1 0.0558 4 10.25 0.6 0181 17.92 -5.5 1 lx(BM.Tee-Br)=5 9.25 150 43.2 0602 8.67 12.5 1.101 5 0.0285 4 14.25 0.4 0602 8.67 -1.4 1 2x(BM.Tee-Run)=2 12.11 150 47.7 0597 8.67 11.1 1.101 lx(BM.Tee-Br)=5 7 0.0227 0 19.11 0.4 0597 8.67 2.8 1 2x(BM.Tee-Run)=2 9.5 150 48.1 0592 8.67 13.9 1.101 2 0.0346 0 11.5 0.4 0592 8.67 4.6 l lx(BM.Tee-Run)=1 6.46 150 48.5 0540 8.67 18.5 1.101 1 0.0587 0 7.46 0.4 0540 8.67 10.6 1 7x(BM.Tee-Run)=7 39.66 150 48.9 0555 8.67 29.1 1.101 lx(BM.Tee-Br)=5 12 0.136 0 51.66 7 0555 8.67 52.8 1.25 lx(coupling)=1.59 29.97 150 56 0566 8.67 81.9 1.394 3x(BM.Tee-Run)=3 22.59 0.2924 0 3x(BM.90)=18 52.56 15.4 0566 8.67 0 2 lx(coupling)=1.23 3.95 120 71.3 FS-O 5.42 81.9 2.157 lx(us.Tee-Br)=12.31 13.54 0.0527 1.4 17.49 0.9 File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job :THE FIELDS BUILDING 4 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) (9pm/Psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 FS-O 5.42 0 2 1 0 73.6 Flow Switch FS-I 5.33 81.9 0 0 3 0.0 1 3 FS-I 5.33 0 21x(coupling)=1.23 1.23 120 76.7 BFP-O 3.21 81.9 2.157 1.23 0.0527 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 77.7 Ames3000SM BFP-I 1.33 81.9 0 0 4.1324 0.81 1.88 7.7 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 86.3 RC 1.17 81.9 2.067 1 0.0649 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 86.5 FF 1 81,9 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 86.6 0360 -3.75 81.9 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 43.84 150 88.7 0361-0 -3.75 81.9 4.24 1.94 0.0013 0 45.78 0.1 0361-0 -3.75 0 4 0.75 0 88.7 Gate A2360 0361-I -3.75 81.9 0 0 0.0067 0 0.75 0 0361-I -3.75 0 4 1.41 150 88.7 SRC -3.75 81.9 4.24 0 0.0013 0 SRC 1.41 0 88.7 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 2 202 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.9 1186 36.46 20.1 1.101 lx(BM.90)=5 10 0.0685 -3.8 19.33 1.3 1186 36.46 6.7 1 lx(BM.Tee-Run)=1 19 150 14.4 1184 36.46 26.9 1.101 1 0.1171 0 20 2.3 1184 36.46 21.4 1 2x(BM.Tee-Run)=2 29.84 150 16.8 1180 36.46 48.3 1,101 lx(BM.Tee-Br)=5 7 0.3463 0 36.84 12.8 1180 36.46 -18.6 1 2x(BM.Tee-Run)=2 5.94 150 29.5 1178 36.46 29.6 1.101 2 0.1404 0 7.94 1.1 1178 36.46 -8.3 1 2x(BM.Tee-Run)=2 10.02 150 30.6 1121 36.46 21.4 1.101 2 0.0765 0 12.02 0.9 1121 36.46 -0.1 1 2x(BM.Tee-Run)=2 16.77 150 31.6 1118 36.46 21.2 1,101 lx(BM.Tee-Br)=5 7 0.0756 0 23.77 1.8 1118 36.46 -3.3 12x(BM.Tee-Br)=10 9.29 150 33.4 0900 27.17 17.9 1.101 10 0.0551 4 19.29 1.1 0900 27.17 -4.2 1 lx(BM.Tee-Br)=5 9.25 150 38.5 0477 17.92 13.7 1.101 5 0.0336 4 14.25 0.5 0477 17.92 -5.4 1 lx(BM.Tee-Br)=5 9.25 150 42.9 0503 8.67 8.3 1.101 5 0.0133 4 14.25 0.2 0503 8.67 -3.9 12x(BM.Tee-Run)=2 16.77 150 47.1 0869 8.67 4.4 1.101 lx(BM.Tee-Br)=5 7 0.0042 0 23.77 0.1 0869 8.67 -0.4 1 lx(BM.Tee-Run)=1 9.5 150 47.2 0861 8.67 4.1 1.101 1 0.0035 0 10.5 0.0 0861 8.67 -1.1 1 2x(BM.Tee-Run)=2 6.46 150 47.3 0854 8.67 3 1.101 2 0.002 0 8.46 0.0 0854 8.67 -0.1 13x(BM.Tee-Run)=3 27.29 150 47.3 0517 8.67 2.8 1.101 lx(BM.Tee-Br)=5 8 0.0018 0 35.29 0.1 0517 8.67 5.4 1 2x(BM.Tee-Run)=2 20.97 150 47.4 0520 8.67 8.2 1.101 2 0.013 0 22.97 0.3 0520 8.67 -2.2 1 1x(BM.Tee-Br)=5 6.46 150 47.7 0688 8.67 6 1.101 lx(BM.Tee-Run)=1 6 0.0072 0 12.46 0.1 0688 8.67 -1.4 1 19x(BM.Tee-Run)=19 139.45 150 47.7 0592 8.67 4.6 1.101 2x(BM.Tee-Br)=10 29 0.0044 0 168.45 0.7 0592 48.5 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job :THE FIELDS BUILDING 4 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) (gprn/psil2) (ppm) (in) (ft) (ft) (psi) (psi) Path No: 3 204 27.79 4.9 20.4 1 lx(BM.Tee-Br)=5 9.33 150 17.3 1190 36.46 20.4 1.101 lx(BM.90)=5 10 0.0701 -3.8 19.33 1.4 1190 14.9 Path No: 4 201 27.79 4.9 21.4 1 1x(BM.Tee-Br)=5 9.33 150 19 1184 36.46 21.4 1.101 1x(BM.90)=5 10 0.0767 -3.8 19.33 1.5 1184 16.8 Path No: 5 1188 36.46 0 1 lx(BM.Tee-Run)=1 18.67 150 14.3 1186 36.46 6.7 1.101 1 0.0091 0 19.67 0.2 1186 14.4 Path No: 6 1199 36.46 0 1 lx(BM.Tee-Br)=5 7.13 150 29.4 1208 36.46 16.3 1.101 1x(BM.Tee-Run)=1 6 0.0464 0 13.13 0.6 1208 36.46 -1.5 1 lx(BM.Tee-Run)=1 7.95 150 30 1209 36.46 14.8 1.101 1 0.0389 0 8.95 0.3 1209 36.46 -3.2 16x(BM.Tee-Run)=6 49.83 150 30.4 0041 36.46 11.6 1.101 2x(BM.Tee-Br)=10 36 0.0247 0 4x(BM.90)=20 85.83 2.1 0041 36.46 8.3 1 2x(BM.Tee-Run)=2 22.53 150 32.5 0049 36.46 19.9 1.1012x(BM.Tee-Br)=10 12 0.0672 0 34.53 2.3 0049 36.46 6.1 1 lx(BM.Tee-Run)=1 9.29 150 34.8 0150 27.17 26 1.101 1 0.1102 4 10.29 1.1 0150 27.17 10.7 1 lx(BM.Tee-Run)=1 9.25 150 40 0159 17.92 36.7 1.101 1 0.2081 4 10.25 2.1 0159 17.92 16.1 1 lx(BM.Tee-Br)=5 9.25 150 46.1 0555 8.67 52.8 1.101 5 0.4088 4 14.25 5.8 0555 56 Path No: 7 0031 36.46 0 1 4x(BM.Tee-Run)=4 17.13 150 32.2 0041 36.46 8.3 1.101 4 0.0133 0 21.13 0.3 0041 32.5 File:C:\DWGV-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 27 Job:THE FIELDS BUILDING 4 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/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 0972 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 38.7 0967 27.17 3.4 1.101 lx(BM.Tee-Br)=5 7 0.0026 0 19.11 0.0 0967 27.17 1.2 1 2x(BM.Tee-Run)=2 9.5 150 38.7 0962 27.17 4.6 1.101 2 0.0045 0 11.5 0.1 0962 27.17 1.7 1 1x(BM.Tee-Run)=1 6.46 150 38.8 0136 27.17 6.3 1.101 1 0.008 0 7.46 0.1 0136 27.17 4.3 1 5x(BM.Tee-Run)=5 39.66 150 38.8 0150 27.17 10.7 1.101 2x(BM.Tee-Br)=10 15 0.0211 0 54.66 1.2 0150 40 Path No: 9 0181 17.92 0 1 2x(BM.Tee-Run)=2 12,11 150 43.2 0176 17.92 5.7 1.101 lx(BM.Tee-Br)=5 7 0.0067 0 19.11 0.1 0176 17.92 1.7 1 2x(BM.Tee-Run)=2 9.5 150 43.4 0171 17.92 7.4 1.101 2 0.0108 0 11.5 0.1 0171 17.92 2.5 1 lx(BM.Tee-Run)=1 6.46 150 43.5 0170 17.92 9.9 1.101 1 0.0184 0 7.46 0.1 0170 17.92 6.2 1 5x(BM.Tee-Run)=5 39.66 150 43.6 0159 17.92 16.1 1.101 2x(BM.Tee-Br)=10 15 0.0455 0 54.66 2.5 - 0159 46.1 Path No: 10 0602 8.67 0 1 lx(BM.Tee-Br)=5 141.21 150 47.7 0646 8.67 1.4 1.101 12x(BM.Tee-Run)=12 42 0.0005 0 5x(BM.90)=25 183.21 0.1 0646 8.67 1.4 1 18x(BM.Tee-Run)=18 141.45 150 47.8 0597 8.67 2.8 1.101 lx(BM.Tee-Br)=5 43 0.0018 0 4x(BM.90)=20 184.45 0.3 0597 48.1 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 11 1180 36.46 0 1 3x(BM.Tee-Run)=3 7.13 150 29.5 1262 36.46 18.6 1.101 3 0.0594 0 10.13 0.6 1262 36.46 1.5 1 2x(BM.Tee-Run)=2 7.95 150 30.1 1257 36.46 20.1 1.101 2 0.0684 0 9.95 0.7 1257 36.46 3.2 1 2x(BM.Tee-Run)=2 18.82 150 30.8 0103 36.46 23.3 1.101 lx(BM.Tee-Br)=5 7 0.09 0 25.82 2.3 0103 36.46 -6.1 1 2x(B M.Tee-Br)=10 10.27 150 33.1 0105 27.17 17.2 1.101 lx(BM.90)=5 15 0.0514 4 25.27 1.3 0105 27.17 -3.7 1 lx(BM.Tee-Br)=5 9.25 150 38.5 0374 17.92 13.6 1.101 5 0.033 4 14.25 0.5 0374 17.92 -5.2 1 lx(BM.Tee-Br)=5 9.25 150 42.9 0773 8.67 8.3 1.101 5 0.0133 4 14.25 0.2 0773 8.67 -3.3 1 2x(BM.Tee-Run)=2 17.84 150 47.1 0777 8.67 5.1 1.101 lx(BM.Tee-Br)=5 7 0.0053 0 24.84 0.1 0777 8.67 -2.5 1 17x(BM.Tee-Run)=17 143.93 150 47.3 0729 8.67 2.6 1.101 2x(BM.Tee-Br)=10 47 0.0015 0 4x(BM.90)=20 190.93 0.3 0729 8.67 3.3 1 2x(BM.Tee-Run)=2 7.95 150 47.6 0724 8.67 5.8 1,101 2 0.0069 0 9.95 0.1 0724 8.67 2.6 1 lx(BM.Tee-Br)=5 7.13 150 47.6 0534 8.67 8.4 1.101 5 0.0137 0 12.13 0.2 0534 8.67 2.2 1 3x(BM.Tee-Run)=3 45.78 150 47.8 0540 8.67 10.6 1.101 lx(BM.Tee-Br)=5 8 0.021 0 53.78 1.1 0540 48.9 Path No: 12 1178 36.46 0 1 8x(BM.Tee-Run)=8 46.44 150 30.6 1127 36.46 8.3 1.1012x(BM.Tee-Br)=10 23 0.0132 0 lx(BM.90)=5 69.44 0.9 1127 36.46 0.1 1 2x(BM.Tee-Run)=2 11.83 150 31.6 1129 36.46 8.4 1.101 2 0.0137 0 13.83 0.2 1129 36.46 -3.6 1 18x(BM.Tee-Run)=18 141.45 150 31.8 0025 36.46 4.9 1.101 lx(BM.Tee-Br)=5 43 0,0049 0 4x(BM.90)=20 184.45 0.9 0025 32.7 Path No: 13 1121 36.46 0 1 5x(BM.Tee-Run)=5 36.43 150 31.6 1127 36.46 0.1 1.101 lx(BM.Tee-Br)=5 10 0 0 46.43 0 1127 31.6 File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 14 1118 36.46 0 1 15x(BM.Tee-Run)=15 172.7 150 33.4 1061 36.46 3.3 1.101 lx(BM.Tee-Br)=5 40 0.0024 0 4x(BM.90)=20 212.7 0.5 1061 33.9 Path No: 15 0900 27.17 0 1 2x(BM.Tee-Run)=2 16.77 150 38.5 1426 27.17 2.2 1.101 lx(BM.Tee-Br)=5 7 0.0012 0 23.77 0.0 1426 27.17 -0.2 1 2x(BM.Tee-Run)=2 9.5 150 38.5 1417 27.17 2 1.101 2 0.001 0 11.5 0.0 1417 27.17 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 38.5 1336 27.17 1.5 1.101 2 0.0006 0 8.46 0 1336 27.17 -0.1 1 3x(BM.Tee-Run)=3 27.29 150 38.5 0914 27.17 1.4 1.101 lx(BM.Tee-Br)=5 8 0.0005 0 35.29 0.0 0914 27.17 2.7 1 2x(BM.Tee-Run)=2 20.97 150 38.5 0917 27.17 4.1 1.101 2 0.0036 0 22.97 0.1 0917 27.17 -0.6 1 lx(BM.Tee-Br)=5 6.46 150 38.6 0936 27.17 3.5 1.101 lx(BM.Tee-Run)=1 6 0.0027 0 12.46 0.0 0936 27.17 -1.7 1 3x(BM.Tee-Run)=3 9.5 150 38.6 1016 27.17 1.8 1.101 3 0.0008 0 12.5 0.0 1016 27.17 -0.6 1 18x(BM.Tee-Run)=18 141.45 150 38.6 0967 27.17 1.2 1.101 2x(BM,Tee-Br)=10 48 0.0004 0 4x(BM.90)=20 189.45 0.1 0967 38.7 Path No: 16 0900 27.17 0 1 4x(BM.Tee-Run)=4 22.39 150 38.5 0909 27.17 2 1.101 lx(BM.Tee-Br)=5 9 0.0009 0 31.39 0.0 0909 27.17 0.2 1 3x(BM.Tee-Run)=3 9.5 150 38.5 0913 27.17 2.2 1.101 3 0.0011 0 12.5 0.0 0913 27.17 0.5 1 lx(BM.Tee-Br)=5 6.46 150 38.5 0914 27.17 2.7 1.101 5 0.0016 0 11.46 0.0 0914 38.5 File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 17 0477 17.92 0 1 2x(BM.Tee-Run)=2 16.77 150 42.9 0480 17.92 2.9 1.101 lx(BM.Tee-Br)=5 7 0.0019 0 23.77 0.0 0480 17.92 -0.3 1 2x(BM.Tee-Run)=2 9.5 150 43 0492 17.92 2.6 1.101 2 0.0015 0 11.5 0.0 0492 17.92 -0.7 1 2x(BM.Tee-Run)=2 6.46 150 43 0450 17.92 1.9 1.101 2 0.0008 0 8.46 0 0450 17.92 0.0 13x(BM.Tee-Run)=3 27.29 150 43 0454 17.92 1.9 1.101 lx(BM.Tee-Br)=5 8 0.0008 0 35.29 0.0 0454 17.92 3.5 1 2x(BM.Tee-Run)=2 20.97 150 43 0300 17.92 5.4 1.101 2 0.006 0 22.97 0.1 0300 17.92 -1 11x(BM.Tee-Run)=1 6.46 150 43.2 0266 17.92 4.4 1.101 lx(BM.Tee-Br)=5 6 0.0041 0 , 12.46 0.1 0266 17.92 -1.9 1 21x(BM.Tee-Run)=21 141.45 150 43.2 0171 17.92 2.5 1.101 2x(BM.Tee-Br)=10 51 0.0014 0 4x(BM.90)=20 192.45 0.3 0171 43.5 Path No: 18 0477 17.92 0 1 4x(BM.Tee-Run)=4 22.39 150 42.9 0462 17.92 2.5 1.101 lx(BM.Tee-Br)=5 9 0.0015 0 31.39 0.0 0462 17.92 0.3 1 3x(BM.Tee-Run)=3 9.5 150 43 0458 17.92 2.8 1.101 3 0.0018 0 12.5 0.0 0458 17.92 0.7 1 lx(BM.Tee-Br)=5 6.46 150 43 0454 17.92 3.5 1.101 5 0.0027 0 11.46 0.0 0454 43 Path No: 19 0503 8.67 0 1 4x(BM.Tee-Run)=4 22.39 150 47.1 0512 8.67 3.9 1.101 lx(BM.Tee-Br)=5 9 0.0032 0 31.39 0.1 0512 8.67 0.4 1 3x(BM.Tee-Run)=3 9.5 150 47.2 0516 8.67 4.3 1.101 3 0.0039 0 12.5 0.0 0516 8.67 1.1 1 lx(BM.Tee-Br)=5 6.46 150 47.3 0517 8.67 5.4 1.101 5 0.0059 0 11.46 0.1 0517 47.4 Path No: 20 0869 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 47.2 0512 8.67 0.4 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0512 47.2 File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright v 2002-2012 Tyco Fire Protection Products Page 31 Job :THE FIELDS BUILDING 4 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: 21 0861 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 47.3 0516 8.67 1.1 1.101 2x(BM.Tee-Br)=10 15 0.0003 0 42.29 0.0 0516 47.3 Path No: 22 0854 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 47.3 0811 8.67 0.1 1.101 lx(BM.Tee-Br)=5 6 0 0 13.13 0 0811 8.67 2.5 1 20x(BM.Tee-Run)=20 153.76 150 47.3 0724 8.67 2.6 1.101 lx(BM.Tee-Br)=5 65 0.0015 0 8x(BM.90)=40 218.76 0.3 0724 47.6 Path No: 23 0520 8.67 0 1 6x(BM.Tee-Run)=6 97 150 47.7 0534 8.67 2.2 1.1014x(BM.90)=20 26 0.0011 0 123 0.1 0534 47.8 Path No: 24 0688 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 47.7 0646 8.67 1.4 1.101 lx(BM.Tee-Br)=5 7 0.0005 0 16.5 0 0646 47.8 Path No: 25 1208 36.46 0 1 20x(BM.Tee-Run)=20 147.84 150 30 1262 36.46 1.5 1.101 2x(BM.Tee-Br)=10 50 0.0005 0 4x(BM.90)=20 197.84 0.1 1262 30.1 Path No: 26 1209 36.46 0 1 18x(BM.Tee-Run)=18 143.93 150 30.4 1257 36.46 3.2 1.101 2x(BM.Tee-Br)=10 48 0.0023 0 4x(BM.90)=20 191.93 0.4 1257 30.8 Path No: 27 0103 36.46 0 114x(BM.Tee-Run)=14 164.28 150 33.1 0049 36.46 6.1 1.101 lx(BM.Tee-Br)=5 59 0.0075 0 8x(BM.90)=40 223.28 1.7 0049 34.8 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 28 0105 27.17 0 1 2x(BM.Tee-Run)=2 17.84 150 38.5 1376 27.17 2.2 1.101 lx(BM.Tee-Br)=5 7 0.0012 0 24.84 0.0 1376 27.17 -1.1 1 18x(BM.Tee-Run)=18 143.93 150 38.5 0124 27.17 1.1 1.101 2x(BM.Tee-Br)=10 48 0.0003 0 4x(BM.90)=20 191.93 0.1 0124 27.17 1.4 1 2x(BM.Tee-Run)=2 7.95 150 38.6 0129 27.17 2.6 1.101 2 0.0015 0 9.95 0.0 0129 27.17 1.2 1 lx(BM.Tee-Br)=5 7.13 150 38.6 0130 27.17 3.8 1.101 5 0.0031 0 12.13 0.0 0130 27.17 0.6 1 3x(BM.Tee-Run)=3 45.78 150 38.6 0136 27.17 4.3 1.101 lx(BM.Tee-Br)=5 8 0.004 0 53.78 0.2 0136 38.8 Path No: 29 0105 27.17 0 1 14x(BM.Tee-Run)=14 140.11 150 38.5 0124 27.17 1.4 1.101 5x(BM.90)=25 39 0.0005 0 179.11 0.1 0124 38.6 Path No: 30 0374 17.92 0 1 2x(BM.Tee-Run)=2 17.84 150 42.9 0378 17.92 3.2 1.101 lx(BM.Tee-Br)=5 7 0.0023 0 24.84 0.1 0378 17.92 -1.6 1 lx(BM.Tee-Run)=1 7.95 150 43 0412 17.92 1.7 1.101 lx(BM.Tee-Br)=5 6 0.0007 0 13.95 0 0412 17.92 0.0 1 20x(BM.Tee-Run)=20 147.84 150 43 0323 17.92 1.7 1.101 lx(BM.Tee-Br)=5 45 0.0007 0 4x(BM.90)=20 192.84 0.1 0323 17.92 3.6 1 lx(BM.Tee-Br)=5 7.13 150 43.1 0314 17.92 5.2 1.101 5 0.0057 0 12.13 0.1 0314 17.92 1 1 3x(BM.Tee-Run)=3 45.78 150 43.2 0170 17.92 6.2 1.101 lx(BM.Tee-Br)=5 8 0.0078 0 53.78 0.4 0170 43.6 Path No: 31 0374 17.92 0 1 14x(BM.Tee-Run)=14 140.11 150 42.9 0328 17.92 2 1.101 5x(BM.90)=25 39 0.001 0 179.11 0.2 0328 17.92 1.6 1 2x(BM.Tee-Run)=2 7.95 150 43.1 0323 17.92 3.6 1.101 2 0.0028 0 9.95 0.0 0323 43.1 File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 32 0773 8.67 0 1 14x(BM.Tee-Run)=14 140.11 150 47.1 0729 8.67 3.3 1.101 5x(BM.90)=25 39 0.0023 0 179.11 0.4 0729 47.6 Path No: 33 0777 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 47.3 0811 8.67 2.5 1.101 lx(BM.Tee-Br)=5 6 0.0014 0 13.95 0.0 0811 47.3 Path No: 34 1129 36.46 0 121x(BM.Tee-Run)=21 150.95 150 31.8 0027 36.46 3.6 1.1012x(BM.Tee-Br)=10 56 0.0028 0 5x(BM.90)=25 206.95 0.6 0027 32.3 Path No: 35 1426 27.17 0 1 5x(BM.Tee-Run)=5 27.29 150 38.5 0909 27.17 0.2 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0909 38.5 Path No: 36 1417 27.17 0 1 5x(BM.Tee-Run)=5 27.29 150 38.5 0913 27.17 0.5 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 42.29 0 0913 38.5 Path No: 37 1336 27.17 0 1 lx(BM.Tee-Run)=1 7.13 150 38.5 1338 27.17 0.1 1.101 lx(BM.Tee-Br)=5 6 0 0 13.13 0 1338 27.17 1.1 1 20x(BM.Tee-Run)=20 147.84 150 38.5 0129 27.17 1.2 1.101 lx(BM.Tee-Br)=5 45 0.0004 0 4x(BM.90)=20 192.84 0.1 0129 38.6 Path No: 38 0917 27,17 0 16x(BM.Tee-Run)=6 97 150 38.6 0130 27.17 0.6 1.101 4x(BM.90)=20 26 0.0001 0 123 0.0 0130 38.6 Path No: 39 0936 27.17 0 1 21x(BM.Tee-Run)=21 141.45 150 38.6 0962 27.17 1.7 1.101 2x(BM.Tee-Br)=10 51 0.0007 0 4x(BM.90)=20 192.45 0.1 0962 38.8 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 40 1016 27.17 0 1 13x(BM.Tee-Run)=13 141.21 150 38.6 0972 27.17 0.6 1.101 5x(BM.90)=25 38 0.0001 0 - 179.21 0.0 0972 38.7 Path No: 41 0480 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 43 0462 17.92 0.3 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0462 43 Path No: 42 0492 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 43 0458 17.92 0.7 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 0458 42.29 0 43 Path No: 43 0300 17.92 0 1 6x(BM.Tee-Run)=6 97 150 43.2 0314 17.92 1 1.101 4x(BM.90)=20 26 0.0003 0 123 0.0 0314 43.2 Path No: 44 0266 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 43.2 0225 17.92 1.9 1.101 3 0.0009 0 12.5 0.0 0225 17.92 -0.2 1 18x(BM.Tee-Run)=18 141.45 150 43.2 0176 17.92 1.7 1.101 2x(BM.Tee-Br)=10 48 0.0007 0 4x(BM.90)=20 189.45 0.1 0176 43.4 Path No: 45 1376 27.17 0 1 lx(BM.Tee-Run)=1 7.95 150 38.5 1338 27.17 1.1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.95 0 1338 38.5 Path No: 46 0378 17.92 0 1 17x(BM.Tee-Run)=17 143.93 150 43 0328 17.92 1.6 1.101 2x(BM.Tee-Br)=10 47 0.0006 0 4x(BM.90)=20 190.93 0.1 0328 43.1 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 47 0412 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 43 0450 17.92 0.0 1.101 lx(BM.Tee-Br)=5 6 0 0 13.13 0 0450 43 Path No: 48 0225 17.92 0 1 13x(BM.Tee-Run)=13 141.21 150 43.2 0181 17.92 0.2 1.101 5x(BM.90)=25 38 0.0000 0 179.21 0 0181 43.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.79 ft/s occurs in the following pipe(s): (0555-0159) File:C:\DWG\UFirestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC 04 psi @ 181.9 gpm(81.9 gpmr100 gpm add,out.hose) to5-4,„ too 7: l 75 70: 6 65,..., a- 60- m 1 ' te ce 55---•- - a. : 45- 4,- i 40 A , 1 35. 1 301 - 25 - e 20..1 t , 15 „ 3 . ,.., .71 , , Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 2179(Ames3000SM1, Size = 2) 18.8 , - - ---- ---- 17.8: - --- ,...........y _I 125: , ^ 0.8 I . tfi 7.7 psi 81.9 gpm tn --...-- .-- , -AM= 3.8 I 2 8 1.8 0.8 Flow,gpm File:CADWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2180 (Flow Switch, Size = 2) 3 psi@ 81.9 gpm 2.8 11111111111111111111 2 3 2.) U) I- Q l3 1.1 0.8 0,3-' - Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2181 (Gate A2360, Size = 4) 1546- 046 0 IL 0546-' 0 psi @ 81.9 gpm Flow,gpm File:C:\DWG\-Firestop\The Fi elds\B LD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 38 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date:8/27/2018 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 / .OF '-00 Number of Calculated Sprinklers 4t;( .40. In-Rack Demand(gpm) 0 / -7 � 77506 PE Special Heads 10-11-2018 OREGON Hose Streams(gpm) 100 O co IFN 0 `2O N>i Total Water Required (incl.Hose Streams) (gpm) 181.3 'QY L Required Pressure at Source(psi) 75.6 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 311.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 81.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.3 Other Required Margin of Safety(psi) 0 SRC -Pressure(psi) 75.6 SRC -Flow(gpm) 81.3 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 40 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 3 Supply System Demand -®- Add. Out. Hose 0 150 140 1__. � .. 130 Q.i2 99.515 I live II r at ossa wie am ow New am.assumes mall arm100 � ...... ,....�.._�� 90 D3 N 70j _. . 3- 601 l 301 2 D1 0-1 ii tmma .......sm.mm.mmmmmimeiss mi1m allimillia•1•rmilmill 0 70(i0000 00010E20030040050016001700180019002000 2100 2200 2300 240 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 41 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.3 75.6 D3 System Demand+Add.Out.Hose 181.3 75.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 98.7 28.3 181.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (ppm) (Psi) (gprr/ft2) (gpm) (Psi) 301 Overhead 200 4.9 0.1 20 16.7 0.105 21 18.3 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 0.101 20.3 17.1 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 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 42 1 Job :THE FIELDS BUILDING 4 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) (ppm) (in) (ft) (ft) (psi) (psi) Path No: 1 302 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.09 150 16.7 1018 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.09 1.4 1018 27.17 1.6 1 lx(BM.Tee-Run)=1 1 150 14.3 1017 27.17 21.7 1.101 1 0.0786 0 2 0.2 1017 27.17 20.1 1 lx(BM.Tee-Br)=5 2.13 150 14.5 1016 27.17 41.8 1.101 5 0.265 0 7.13 1.9 1016 27.17 2.9 1 3x(BM.Tee-Run)=3 9.5 150 16.4 0936 27.17 44.7 1.101 3 0.3003 0 12.5 3.8 0936 27.17 -10.8 1 lx(BM.Tee-Br)=5 6.46 150 20.1 0917 27.17 33.9 1.101 5 0.1797 0 11.46 2.1 0917 27.17 -10.2 1 2x(BM.Tee-Run)=2 20.97 150 22.2 0914 27.17 23.6 1.101 2 0.0922 0 22.97 2.1 0914 27.17 -9.5 1 lx(BM.Tee-Run)=1 6.46 150 24.3 0913 27.17 14.2 1.101 lx(BM.Tee-Br)=5 6 0.0357 0 12.46 0.4 0913 27.17 -4.1 1 3x(BM.Tee-Run)=3 9.5 150 24.7 0909 27.17 10 1.101 3 0.0189 0 12.5 0.2 0909 27.17 -1.8 1 3x(BM.Tee-Run)=3 22.39 150 25 0900 27.17 8.2 1.101 2x(BM.Tee-Br)=10 13 0.0131 0 35.39 0.5 0900 27.17 5.8 1 lx(BM.Tee-Br)=5 9.25 150 25.4 0477 17.92 14 1.101 5 0.0352 4 14.25 0.5 0477 17.92 -5.7 1 1x(BM.Tee-Br)=5 9.25 150 29.9 0503 8.67 8.4 1.101 5 0.0136 4 14.25 0.2 0503 8.67 -3.9 1 2x(BM.Tee-Run)=2 16.77 150 34.1 0869 8.67 4.5 1.101 lx(BM.Tee-Br)=5 7 0.0043 0 23.77 0.1 0869 8.67 -0.3 1 lx(BM.Tee-Run)=1 9.5 150 34.2 0861 8.67 4.1 1.101 1 0.0037 0 10.5 0.0 0861 8.67 -1 1 2x(BM.Tee-Run)=2 6.46 150 34.3 0854 8.67 3.2 1.101 2 0.0022 0 8.46 0.0 0854 8.67 -0.5 1 3x(BM.Tee-Run)=3 27.29 150 34.3 0517 8.67 2.6 1.101 lx(BM.Tee-Br)=5 8 0.0016 0 35.29 0.1 0517 8.67 5.2 1 2x(BM.Tee-Run)=2 20.97 150 34.4 0520 8.67 7.9 1.101 2 0.012 0 22.97 0.3 File:C:\DWG\--Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0520 8.67 -2.3 1 1x(BM.Tee-Br)=5 6.46 150 34.6 0688 8.67 5.5 1.101 lx(BM.Tee-Run)=1 6 0.0063 0 12.46 0.1 0688 8.67 -0.9 1 19x(BM.Tee-Run)=19 139.45 150 34.7 0592 8.67 4.6 1.101 2x(BM.Tee-Br)=10 29 0.0044 0 168.45 0.7 0592 8.67 14.3 1 lx(BM.Tee-Run)=1 6.46 150 35.5 0540 8.67 18.9 1.101 1 0.0609 0 7.46 0.5 0540 8.67 10.6 1 7x(BM.Tee-Run)=7 39.66 150 35.9 0555 8.67 29.4 1.101 lx(BM.Tee-Br)=5 12 0.1387 0 51.66 7.2 0555 8.67 51.9 1.25 lx(coupling)=1.59 29.97 150 43.1 0566 8.67 81.3 1.394 3x(BM.Tee-Run)=3 22.59 0.2886 0 3x(BM.90)=18 52.56 15.2 0566 8.67 0 2 lx(coupling)=1.23 3.95 120 58.2 FS-O 5.42 81.3 2.157 lx(us.Tee-Br)=12.31 13.54 0.0521 1.4 17.49 0.9 FS-O 5.42 0 2 1 0 60.6 Flow Switch FS-I 5.33 81.3 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 63.6 BFP-O 3.21 81.3 2.157 1.23 0.0521 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 64.6 Ames3000SM BFP-I 1.33 81.3 0 0 4.1218 0.81 1.88 7.7 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 73.2 RC 1.17 81.3 2.067 1 0.0641 0.1 2.1 0.1 RC 1.17 0 4 1x(coupling)=1.32 0.17 120 73.4 FF 1 81.3 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 73.5 0360 -3.75 81.3 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 43.84 150 75.6 0361-0 -3.75 81.3 4.24 1.94 0.0013 0 45.78 0.1 0361-0 -3.75 0 4 0.75 0 75.6 Gate A2360 0361-I -3.75 81.3 0 0 0.0066 0 0.75 0 0361-I -3.75 0 4 1.41 150 75.6 SRC -3.75 81.3 4.24 0 0.0013 0 1.41 0 SRC 75.6 File:C:\DWGV-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 44 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 2 304 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 10.67 150 16.8 1017 27.17 20.1 1.101 lx(BM.90)=5 10 0.0683 -3.8 20.67 1.4 1017 14.5 Path No: 3 303 18.5 4.9 20.3 1 lx(BM.Tee-Br)=5 8.67 150 17.1 1019 27.17 20.3 1.101 5 0.0695 -3.8 13.67 0.9 1019 27.17 -1.6 1 15x(BM.Tee-Run)=15 127.32 150 14.3 0967 27.17 18.6 1.101 lx(BM.Tee-Br)=5 40 0.0594 0 4x(BM.90)=20 167.32 9.9 0967 27.17 -5 1 lx(BM.Tee-Run)=1 12.11 150 24.2 0972 27.17 13.6 1.101 2x(BM.Tee-Br)=10 11 0.0333 0 23.11 0.8 0972 27.17 7.8 1 lx(BM.Tee-Br)=5 9.25 150 25 0181 17.92 21.4 1.101 5 0.0767 4 14.25 1.1 0181 17.92 -8 1 lx(BM.Tee-Br)=5 9.25 150 30.1 0602 8.67 13.4 1.101 5 0.0321 4 14.25 0.5 0602 8.67 -1.8 1 2x(BM.Tee-Run)=2 12.11 150 34.6 0597 8.67 11.5 1.101 lx(BM.Tee-Br)=5 7 0.0245 0 19.11 0.5 0597 8.67 2.8 1 2x(BM.Tee-Run)=2 9.5 150 35 0592 8.67 14.3 1.101 2 0.0364 0 - 11.5 0.4 0592 35.5 File:C:\DWG\--Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 4 301 18.5 4.9 21 1 lx(BM.Tee-Br)=5 13.98 150 18.3 1009 27.17 21 1.101 lx(BM.90)=5 10 0.0739 -3.8 23.98 1.8 1009 27.17 -2.9 1 10x(BM,Tee-Run)=10 120.52 150 16.3 0972 27.17 18 1.101 1x(BM.Tee-Br)=5 35 0.0559 0 4x(BM.90)=20 155.52 8.7 0972 27.17 -7.8 1 lx(BM.Tee-Br)=5 9.29 150 25 1061 36.46 10.3 1.101 5 0.0197 -4 14.29 0.3 1061 36.46 -1.9 1 2x(BM.Tee-Run)=2 12.11 150 21.3 0025 36.46 8.4 1.101 lx(BM.Tee-Br)=5 7 0.0136 0 19.11 0.3 0025 36.46 -1.1 1 2x(BM.Tee-Run)=2 9.5 150 21.5 0027 36.46 7.3 1.101 2 0.0104 0 11.5 0.1 0027 36.46 1 1 lx(BM.Tee-Run)=1 6.46 150 21.6 0031 36.46 8.3 1,101 1 0.0134 0 7.46 0.1 0031 36.46 0.0 1 4x(BM.Tee-Run)=4 17.13 150 21.7 0041 36.46 8.3 1.101 4 0.0133 0 21.13 0.3 0041 36.46 3.8 1 2x(BM.Tee-Run)=2 22.53 150 22 0049 36.46 12.1 1.101 2x(BM.Tee-Br)=10 12 0.0266 0 34.53 0.9 0049 36.46 5.2 1 lx(BM.Tee-Run)=1 9.29 150 22.9 0150 27.17 17.2 1.101 1 0.0514 4 10.29 0.5 0150 27.17 17.4 1 lx(BM.Tee-Run)=1 9.25 150 27.5 0159 17.92 34.7 1.101 1 0.1877 4 10.25 1.9 0159 17.92 17,2 1 lx(BM.Tee-Br)=5 9.25 150 33.4 0555 8.67 51.9 1.101 5 0.3961 4 14.25 5.6 0555 43.1 Path No: 5 0936 27.17 0 1 21x(BM.Tee-Run)=21 141.45 150 20.1 0962 27.17 10.8 1.101 2x(BM.Tee-Br)=10 51 0.0217 0 4x(BM.90)=20 192.45 4.2 0962 27.17 5 1 lx(BM.Tee-Run)=1 6.46 150 24.3 0136 27.17 15.8 1.101 1 0.0439 0 7.46 0.3 0136 27.17 1.6 1 5x(BM.Tee-Run)=5 39.66 150 24.6 0150 27.17 17.4 1.101 2x(BM.Tee-Br)=10 15 0.0525 0 54.66 2.9 0150 27.5 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 6 0917 27.17 0 16x(BM.Tee-Run)=6 97 150 22.2 0130 27.17 10.2 1.101 4x(BM.90)=20 26 0.0196 0 123 2.4 0130 27.17 -1.6 1 lx(BM.Tee-Run)=1 7.13 150 24.6 0129 27.17 8.6 1.101 1x(BM.Tee-Br)=5 6 0.0143 0 13.13 0.2 0129 27.17 -1.9 1 2x(BM.Tee-Run)=2 7.95 150 24.8 0124 27.17 6.7 1.101 2 0.009 0 9.95 0.1 0124 27.17 -2.2 1 13x(BM.Tee-Run)=13 140.11 150 24.9 0105 27.17 4.6 1.101 lx(BM.Tee-Br)=5 43 0.0044 0 5x(BM.90)=25 183.11 0.8 0105 27.17 6.7 1 1x(BM.Tee-Br)=5 9.25 150 25.7 0374 17.92 11.2 1.101 5 0.0233 4 14.25 0.3 0374 17.92 -3.5 1 1x(BM.Tee-Br)=5 9.25 150 30 0773 8.67 7.7 1.101 5 0.0116 4 14.25 0.2 0773 8.67 -3.1 1 2x(BM.Tee-Run)=2 17.84 150 34.2 0777 8.67 4.6 1.101 lx(BM.Tee-Br)=5 7 0.0044 0 24.84 0.1 0777 8.67 -2.1 1 17x(BM.Tee-Run)=17 143.93 150 34.3 0729 8.67 2.5 1.101 2x(BM.Tee-Br)=10 47 0.0015 0 4x(BM.90)=20 190.93 0.3 0729 8.67 3.1 1 2x(BM.Tee-Run)=2 7.95 150 34.6 0724 8.67 5.7 1.101 2 0.0065 0 9.95 0.1 0724 8.67 2.6 1 lx(BM.Tee-Br)=5 7.13 150 34.6 0534 8.67 8.2 1.101 5 0.0131 0 12.13 0.2 0534 8.67 2.3 1 3x(BM.Tee-Run)=3 45.78 150 34.8 0540 8.67 10.6 1.101 lx(BM.Tee-Br)=5 8 0.0208 0 53.78 1.1 0540 35.9 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 47 I Job :THE FIELDS BUILDING 4 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/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 0914 27.17 0 1 2x(BM.Tee-Run)=2 27.29 150 24.3 1336 27.17 9.5 1.101 lx(BM.Tee-Br)=5 7 0.0169 0 34.29 0.6 1336 27.17 -3.1 1 2x(BM.Tee-Run)=2 7.13 150 24.9 1338 27.17 6.4 1.101 2 0.0082 0 9.13 0.1 1338 27.17 1.9 1 2x(BM.Tee-Run)=2 7.95 150 24.9 1376 27.17 8.3 1.101 2 0.0133 0 9.95 0.1 1376 27.17 2.2 1 lx(BM.Tee-Run)=1 17.84 150 25.1 0105 27.17 10.5 1.101 2x(BM.Tee-Br)=10 11 0.0204 0 28.84 0.6 0105 27.17 -6.7 1 lx(BM.Tee-Br)=5 10.27 150 25.7 0103 36.46 3.8 1.101 lx(BM.90)=5 10 0.0031 -4 20.27 0.1 0103 36.46 1.4 1 14x(BM.Tee-Run)=14 164.28 150 21.7 0049 36.46 5.2 1.101 lx(BM.Tee-Br)=5 59 0.0055 0 8x(BM.90)=40 223.28 1.2 0049 22.9 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 8 0913 27.17 0 15x(BM.Tee-Run)=5 27.29 150 24.7 1417 27.17 4.1 1.101 2x(BM,Tee-Br)=10 15 0.0036 0 42.29 0.2 1417 27.17 3.1 1 2x(BM.Tee-Run)=2 9.5 150 24.9 1426 27.17 7.2 1.101 2 0.0101 0 11.5 0.1 1426 27.17 1.8 1 lx(BM.Tee-Run)=1 16.77 150 25 0900 27.17 9 1.101 2x(BM.Tee-Br)=10 11 0.0154 0 27.77 0.4 0900 27.17 -5.8 1 lx(BM.Tee-Br)=5 9.29 150 25.4 1118 36.46 3.2 1.101 5 0.0022 -4 14.29 0.0 1118 36.46 1.9 1 2x(BM.Tee-Run)=2 16.77 150 21.4 1121 36.46 5 1.101 lx(BM.Tee-Br)=5 7 0.0053 0 23.77 0.1 1121 36.46 -1.1 1 2x(BM.Tee-Run)=2 10.02 150 21.6 1178 36.46 3.9 1.101 2 0.0033 0 12.02 0.0 1178 36.46 1.2 12x(BM.Tee-Run)=2 5.94 150 21.6 1180 36.46 5.1 1.101 2 0.0054 0 7.94 0.0 1180 36.46 -1.4 1 3x(BM.Tee-Run)=3 7.13 150 21.6 1262 36.46 3.7 1.101 3 0.003 0 10.13 0.0 1262 36.46 -1.1 1 2x(BM.Tee-Run)=2 7.95 150 21.7 1257 36.46 2.5 1.101 2 0.0015 0 9.95 0.0 1257 36.46 -1.2 1 2x(BM.Tee-Run)=2 18.82 150 21.7 0103 36.46 1.4 1.101 lx(BM.Tee-Br)=5 7 0.0005 0 25.82 0.0 0103 21.7 Path No: 9 0909 27.17 0 1 5x(BM.Tee-Run)=5 27.29 150 25 1426 27.17 1.8 1.101 2x(BM.Tee-Br)=10 15 0.0008 0 42.29 0.0 1426 25 File:C:\DWG\-Firestop\The Fields\BLD 41The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 49 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 10 047717.92 0 1 2x(BM.Tee-Run)=2 16.77 150 29.9 0480 17.92 3 1.101 lx(BM.Tee-Br)=5 7 0.0021 0 23.77 0.0 0480 17.92 -0.2 1 2x(BM.Tee-Run)=2 9.5 150 30 0492 17.92 2.8 1.101 2 0.0018 0 11.5 0.0 0492 17.92 -0.4 12x(BM.Tee-Run)=2 6.46 150 30 0450 17.92 2.5 1.101 2 0.0014 0 8.46 0.0 0450 17.92 -1.2 1 3x(BM.Tee-Run)=3 27.29 150 30 0454 17.92 1.3 1.101 lx(BM.Tee-Br)=5 8 0.0004 0 35.29 0.0 0454 17.92 3.2 1 2x(BM.Tee-Run)=2 20.97 150 30 0300 17.92 4.5 1.101 2 0.0043 0 22.97 0.1 0300 17.92 -1.5 1 lx(BM.Tee-Run)=1 6.46 150 30.1 0266 17.92 3 1.101 1x(BM.Tee-Br)=5 6 0.0021 0 12.46 0.0 0266 17.92 -0.5 1 21x(BM.Tee-Run)=21 141.45 150 30.2 0171 17.92 2.5 1.101 2x(BM.Tee-Br)=10 51 0.0015 0 4x(BM.90)=20 192.45 0.3 0171 17.92 8.5 1 lx(BM.Tee-Run)=1 6.46 150 30.4 0170 17.92 11.1 1.101 1 0.0226 0 7.46 0.2 0170 17.92 6.2 1 5x(BM.Tee-Run)=5 39.66 150 30.6 0159 17.92 17.2 1.101 2x(BM.Tee-Br)=10 15 0.0514 0 54.66 2.8 0159 33.4 Path No: 11 0477 17.92 0 1 4x(BM.Tee-Run)=4 22.39 150 29.9 0462 17.92 2.6 1.101 lx(BM.Tee-Br)=5 9 0.0016 0 31.39 0.0 0462 17.92 0.2 13x(BM.Tee-Run)=3 9.5 150 30 0458 17.92 2.8 1.101 3 0.0018 0 12.5 0.0 0458 17.92 0.4 1 lx(BM.Tee-Br)=5 6.46 150 30 0454 17.92 3.2 1.101 5 0.0023 0 11.46 0.0 0454 30 Path No: 12 0503 8.67 0 1 4x(BM.Tee-Run)=4 22.39 150 34.1 0512 8.67 3.9 1.101 lx(BM.Tee-Br)=5 9 0.0033 0 31.39 0.1 0512 8.67 0.3 1 3x(BM.Tee-Run)=3 9.5 150 34.2 0516 8.67 4.2 1.101 3 0.0038 0 12.5 0.0 0516 8.67 1 1 lx(BM.Tee-Br)=5 6.46 150 34.3 0517 8.67 5.2 1.101 5 0.0056 0 11.46 0.1 0517 34.4 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 13 0869 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 34.2 0512 8.67 0.3 1.1012x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0512 34.2 Path No: 14 0861 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 34.3 0516 8.67 1 1.101 2x(BM.Tee-Br)=10 15 0.0003 0 42.29 0.0 0516 34.3 Path No: 15 0854 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 34.3 0811 8.67 0.5 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0811 8.67 2.1 1 20x(BM.Tee-Run)=20 153.76 150 34.3 0724 8.67 2.6 1.1011x(BM.Tee-Br)=5 65 0.0015 0 8x(BM.90)=40 218.76 0.3 0724 34.6 Path No: 16 0520 8.67 0 1 6x(BM.Tee-Run)=6 97 150 34.6 0534 8.67 2.3 1.101 4x(BM.90)=20 26 0.0013 0 123 0.2 0534 34.8 Path No: 17 0688 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 34.7 0646 8.67 0.9 1.101 lx(BM.Tee-Br)=5 7 0.0002 0 16.5 0 0646 8.67 1.8 1 18x(BM.Tee-Run)=18 141.45 150 34.7 0597 8.67 2.8 1.101 1x(BM.Tee-Br)=5 43 0.0017 0 4x(BM.90)=20 184.45 0.3 0597 35 Path No: 18 1019 27.17 0 1 lx(B M.Tee-Run)=1 11 150 14.3 1018 27.17 1.6 1.101 1 0.0007 0 12 0 1018 14.3 Path No: 19 0967 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 24.2 0962 27.17 5 1.101 2 0.0052 0 11.5 0.1 0962 24.3 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 20 0181 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 30.1 0176 17.92 6.9 1.101 lx(BM.Tee-Br)=5 7 0.0095 0 19.11 0.2 0176 17.92 1.6 1 2x(BM.Tee-Run)=2 9.5 150 30.3 0171 17.92 8.5 1.101 2 0.014 0 11.5 0.2 0171 30.4 Path No: 21 0181 17.92 0 1 lx(BM.Tee-Br)=5 141.21 150 30.1 0225 17.92 1.1 1.101 12x(BM.Tee-Run)=12 42 0.0003 0 5x(BM.90)=25 183.21 0.1 0225 17.92 0.5 1 18x(BM.Tee-Run)=18 141.45 150 30.2 0176 17.92 1.6 1.101 lx(BM.Tee-Br)=5 43 0.0007 0 4x(BM.90)=20 184.45 0.1 0176 30.3 Path No: 22 0602 8.67 0 1 lx(BM.Tee-Br)=5 141.21 150 34.6 0646 8.67 1.8 1.101 12x(BM.Tee-Run)=12 42 0.0008 0 5x(BM.90)=25 183.21 0.1 0646 34.7 Path No: 23 1009 27.17 0 1 2x(BM.Tee-Run)=2 20.69 150 16.3 1016 27.17 2.9 1.101 lx(BM.90)=5 7 0.0019 0 27.69 0.1 1016 16.4 Path No: 24 1061 36.46 0 1 16x(BM.Tee-Run)=16 172.7 150 21.3 1118 36.46 1.9 1.101 4x(BM.90)=20 36 0.0009 0 208.7 0.2 1118 21.4 Path No: 25 0025 36.46 0 1 19x(BM.Tee-Run)=19 141.45 150 21.5 1129 36.46 1.1 1.101 4x(BM.90)=20 44 0.0003 0 lx(BM.Tee-Br)=5 185.45 0.1 1129 36.46 -0.1 1 21x(BM.Tee-Run)=21 150.95 150 21.6 0027 36.46 1 1.101 2x(BM.Tee-Br)=10 56 0.0003 0 5x(BM.90)=25 206.95 0.1 0027 21.6 File:C:\DWGU-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 26 0031 36.46 0 1 3x(BM.Tee-Run)=3 45.78 150 21.7 1199 36.46 0.0 1.101 2x(BM.Tee-Br)=10 13 0 0 58.78 0 1199 36.46 1.4 1 lx(BM.Tee-Run)=1 7.13 150 21.7 1208 36.46 1.4 1.101 1 0.0005 0 8.13 0 1208 36.46 1.1 1 lx(BM.Tee-Run)=1 7.95 150 21.7 1209 36.46 2.6 1.101 1 0.0015 0 8.95 0.0 1209 36.46 1.2 1 6x(B M.Tee-Run)=6 49.83 150 21.8 0041 36.46 3.8 1.101 2x(B M.Tee-Br)=10 36 0.0031 0 4x(BM.90)=20 85.83 0,3 0041 22 Path No: 27 0130 27.17 0 1 3x(BM.Tee-Run)=3 45.78 150 24.6 0136 27.17 1.6 1.101 lx(BM.Tee-Br)=5 8 0.0006 0 53.78 0.0 0136 24.6 Path No: 28 0129 27.17 0 1 20x(BM.Tee-Run)=20 147.84 150 24.8 1338 27.17 1.9 1.101 2x(BM.Tee-Br)=10 50 0.0009 0 4x(BM.90)=20 197.84 0.2 1338 24.9 Path No: 29 0124 27.17 0 118x(BM.Tee-Run)=18 143.93 150 24.9 1376 27.17 2.2 1.101 2x(BM.Tee-Br)=10 48 0.0011 0 4x(BM.90)=20 191.93 0.2 1376 25.1 Path No: 30 0374 17.92 0 1 2x(BM.Tee-Run)=2 17.84 150 30 0378 17.92 1.9 1,101 lx(BM.Tee-Br)=5 7 0.0009 0 24.84 0.0 0378 17.92 -0.4 1 17x(BM.Tee-Run)=17 143.93 150 30 0328 17.92 1.4 1.101 2x(BM.Tee-Br)=10 47 0.0005 0 4x(BM.90)=20 190.93 0.1 0328 17.92 1.7 1 2x(BM.Tee-Run)=2 7.95 150 30.1 0323 17.92 3.1 1.101 2 0.0021 0 9.95 0.0 0323 17.92 1.6 1 lx(BM.Tee-Br)=5 7.13 150 30.1 0314 17.92 4.7 1.101 5 0.0046 0 12.13 0.1 0314 17.92 1.5 1 3x(BM.Tee-Run)=3 45.78 150 30.2 0170 17.92 6.2 1.101 lx(BM.Tee-Br)=5 8 0.0077 0 53.78 0.4 0170 30.6 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 53 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 31 0374 17.92 0 1 14x(BM.Tee-Run)=14 140.11 150 30 0328 17.92 1.7 1.101 5x(BM.90)=25 39 0.0007 0 179.11 0.1 0328 30.1 Path No: 32 0773 8.67 0 1 14x(BM.Tee-Run)=14 140.11 150 34.2 0729 8.67 3.1 1.101 5x(BM.90)=25 39 0.0022 0 179.11 0.4 0729 34.6 Path No: 33 0777 8.67 0 1 lx(BM.Tee-Run)=1 • 7.95 150 34.3 0811 8.67 2.1 1.101 lx(BM.Tee-Br)=5 6 0.001 0 13.95 0.0 0811 34.3 Path No: 34 1336 27.17 0 1 2x(BM.Tee-Run)=2 6.46 150 24.9 1417 27.17 3.1 1.101 2 0.0021 0 8.46 0.0 1417 24.9 Path No: 35 1121 36.46 0 1 5x(BM.Tee-Run)=5 36.43 150 21.6 1127 36.46 1.1 1.101 2x(BM.Tee-Br)=10 15 0.0003 0 51.43 0.0 1127 36.46 0.1 18x(BM.Tee-Run)=8 46.44 150 21.6 1178 36.46 1.2 1.101 1x(BM.Tee-Br)=5 18 0.0004 0 lx(BM.90)=5 64.44 0.0 1178 21.6 Path No: 36 1180 36.46 0 1 8x(BM.Tee-Run)=8 145.26 150 21.6 1199 36.46 1.4 1.101 2x(BM.Tee-Br)=10 38 0.0005 0 4x(BM.90)=20 183.26 0.1 1199 21.7 Path No: 37 1262 36.46 0 1 20x(BM.Tee-Run)=20 147.84 150 21.7 1208 36.46 1.1 1.101 2x(BM.Tee-Br)=10 50 0.0003 0 4x(BM.90)=20 197.84 0.1 1208 21.7 Path No: 38 1257 36.46 0 1 18x(BM.Tee-Run)=18 143.93 150 21.7 1209 36.46 1.2 1.101 2x(BM.Tee-Br)=10 48 0.0003 0 4x(BM.90)=20 191.93 0.1 1209 21.8 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 54 Job :THE FIELDS BUILDING 4 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/psilh) (g pm) (in) (ft) (ft) (psi) (psi) Path No: 39 0480 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 30 0462 17.92 0.2 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0462 30 Path No: 40 0492 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 30 0458 17.92 0.4 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0458 30 Path No: 41 0450 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 30 0412 17.92 1.2 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.13 0 0412 17.92 0.4 1 20x(BM.Tee-Run)=20 147.84 150 30 0323 17.92 1.6 1.101 lx(BM.Tee-Br)=5 45 0.0006 0 4x(BM.90)=20 192.84 0.1 0323 30.1 Path No: 42 0300 17.92 0 1 6x(BM.Tee-Run)=6 97 150 30.1 0314 17.92 1.5 1.1014x(BM.90)=20 26 0.0005 0 123 0.1 0314 30.2 Path No: 43 0266 17.92 0 1 2x(BM.Tee-Run)=2 9.5 150 30.2 0225 17.92 0.5 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 16.5 0 0225 30.2 Path No: 44 1129 36.46 0 1 lx(BM.Tee-Run)=1 11.83 150 21.6 1127 36.46 0.1 1.101 lx(BM.Tee-Br)=5 6 0 0 17.83 0 1127 21.6 Path No: 45 0378 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 30 0412 17.92 0.4 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.95 0 0412 30 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 55 Job :THE FIELDS BUILDING 4 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 17.49 ft/s occurs in the following pipe(s): (0555-0159) File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 56 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC 04 psi@ 181.3 gpm(81.3 ••m+100 gpm add.out.hose) rim 105 - 100 g 95 al 90 al 85 man 80 75 al V) 70 Nun ay' - 65 NI • 60 4/1 to 551a. L. 50 45 um 40 le 35 30 25 in 20 711 15 al ,0 5 0 in 0 0 0 0 0, Flow,gpm Pressure Loss Function Design Area: 3; DFP Ref.: 2179(Ames3000SM1, Size = 2) 18.8 178: 16.8; 15.8 14.8 13.8 12.8 a 0- 0.8 2 9.8 7.7 psi @ 81.3•pm 8.8 fr- 7,82 • ...?ma_ 5 8 4 8 3.8 2.8 1.8 0.8 Flow,gpm File:CADWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright@ 2002-2012 Tyco Fire Protection Products Page 57 Job :THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2180 (Flow Switch, Size = 2) 3 psi @ 81.3 gpm 2 8- a s- 08 0 3-- _ Row,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2181 (Gate A2360, Size = 4) 546 0 (.4 6- 1 046 us _ -e ummmum 0 546 - Opsi @ 81.3 gpm 0.046- 0 0 0 0 0 I N Flow,gpm File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 58 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date:8/27/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 4 Remote Area Location 3RD FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 430 OF I, Coverage per Sprinkler(ft2) 200 4 : +•�� � ► ,r Number of Calculated Sprinklers 4 � G O # . In-Rack Demand(gpm) 0 / 77506 PE- 10-11-2018 Special Heads OREGON co Hose Streams(gpm) 100 ("<<N,0 10 ,Lp� Total Water Required (incl.Hose Streams) (gpm) 182.4 RY L . 0'�C Required Pressure at Source(psi) 71.7 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 311.1 gal Water Supply Information Date 5/4/18 Location S ITE Source SRC Notes File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 59 Job :THE FIELDS BUILDING 4 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 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 82.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.4 Other Required Margin of Safety(psi) 0 SRC -Pressure(psi) 71.7 SRC -Flow(gpm) 82.4 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 60 Job:THE FIELDS BUILDING 4 it Hydraulic Analysis for : 4 • Supply m System Demand f Add. Out. Hose 1 150 or_..— 140 130 , a 120.i ._ # El i 11 �-. _.., ,, , , , ---- --)2 99.5515 , _ 100 ? i� 1 " ..... N t X11 ' l R , : i Ia N 811D3ii....:....' , l : I 60 { 1 ,< 0jl 5 11 If 30 ll Al 21 D1 �� I _-r- "----7-7"- , --_ _ _1- �" --� 10 •� t 0-,,,,tiall sti,otssio a■naming atti•m>•nil•>•mstso;orami= mit1o... 0 709060000010t:20030040050016001700180019002000 2100 2200 2300 240 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 61 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply poi nt#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 82.4 71.7 D3 System Demand+Add.Out.Hose 182.4 71.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 103.4 32.3 182.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis) (gprrkft5) (ppm) (psi) (gpm/ft2) (ppm) (psi) 401 Overhead 200 4.9 0.1 20 16.7 0.108 21.5 19.3 Sprinkler Overhead 402 Sprinkler 200 4.9 0.1 20 16.7 0.104 20.8 18.1 403 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 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 62 Job:THE FIELDS BUILDING 4 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/psiY2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 404 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0922 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0922 27.17 -1.1 1 3x(BM.Tee-Run)=3 58.76 150 14.3 0130 27.17 19 1.1014x(BM.90)=20 23 0.0614 0 81.76 5 0130 27.17 -8.2 1 3x(BM.Tee-Run)=3 45.78 150 19.3 0136 27.17 10.8 1.101 lx(BM.Tee-Br)=5 8 0.0216 0 53.78 1.2 0136 27.17 5.7 1 5x(BM.Tee-Run)=5 39.66 150 20.4 0150 27.17 16.5 1.1012x(BM.Tee-Br)=10 15 0.0473 0 54.66 2.6 0150 27.17 18.2 1 1x(BM.Tee-Run)=1 9.25 150 23 0159 17.92 34.7 1.101 1 0.1878 4 10.25 1.9 0159 17.92 17.7 1 lx(BM.Tee-Br)=5 9.25 150 29 0555 8.67 52.4 1.101 5 0.4033 4 14.25 5.7 0555 8.67 30 1.25 lx(coupling)=1.59 29.97 150 38.7 0566 8.67 82.4 1.394 3x(BM.Tee-Run)=3 22.59 0.2957 0 3x(BM.90)=18 52.56 15.5 0566 8.67 0 2 1x(coupling)=1.23 3.95 120 54.2 FS-0 5.42 82.4 2.157 lx(us.Tee-Br)=12.31 13.54 0.0533 1.4 17.49 0.9 FS-0 5.42 0 2 1 0 56.6 Flow Switch FS-I 5.33 82.4 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 59.6 BFP-0 3.21 82.4 2.157 1.23 0.0533 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 60.7 Ames3000SM BFP-I 1.33 82.4 0 0 4.1415 0.81 1.88 7.8 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 69.3 RC 1.17 82.4 2.067 1 0.0656 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 69.5 FF 1 82.4 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 69.5 0360 -3.75 82.4 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 43.84 150 71.6 0361-0 -3.75 82.4 4.24 1.94 0.0013 0 45.78 0.1 0361-0 -3.75 0 4 0.75 0 71.7 Gate A2360 0361-I -3.75 82.4 0 0 0.0068 0 0.75 0 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 63 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (ppm) (in) (ft) (ft) (Psi) (psi) Path No: 1 0361-I -3.75 0 4 1.41 150 71.7 SRC -3.75 82.4 4.24 0 0.0013 0 1.41 0 SRC 71.7 Path No: 2 403 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0920 27.17 20 1.101 lx(8M.90)=5 10 0.0679 -3.8 19.33 1.3 0920 27.17 1.1 1 lx(BM.Tee-Run)=1 18.67 150 14.3 0918 27.17 21.1 1.101 1 0.0748 0 19.67 1.5 0918 27.17 20.8 1 lx(BM.Tee-Run)=1 0.57 150 15.7 0917 27.17 41.9 1.101 1 0.2669 0 1.57 0.4 0917 27.17 -16.2 1 lx(BM.Tee-Br)=5 6.46 150 16.2 0936 27.17 25.7 1.101 lx(BM.Tee-Run)=1 6 0.1081 0 12.46 1.3 0936 27.17 -8.9 1 3x(BM.Tee-Run)=3 9.5 150 17.5 1016 27.17 16.9 1.101 3 0.0495 0 12.5 0.6 1016 27.17 -7.9 1 12x(BM.Tee-Run)=12 141.21 150 18.1 0972 27.17 9 1.101 lx(BM.Tee-Br)=5 42 0.0154 0 5x(BM.90)=25 183.21 2.8 0972 27.17 9.4 1 lx(BM.Tee-Run)=1 9.25 150 20.9 0181 17.92 18.3 1.101 1 0.0577 4 10.25 0.6 0181 17.92 -5.7 1 lx(BM.Tee-Br)=5 9.25 150 25.5 0602 8.67 12.6 1.101 5 0.0288 4 14.25 0.4 0602 8.67 -1.3 1 2x(BM.Tee-Run)=2 12.11 150 30 0597 8.67 11.3 1.101 lx(BM.Tee-Br)=5 7 0.0235 0 19.11 0.4 0597 8.67 3 1 2x(BM.Tee-Run)=2 9.5 150 30.4 0592 8.67 14.3 1.101 2 0.0362 0 11.5 0.4 0592 8.67 4.7 1 lx(BM.Tee-Run)=1 6.46 150 30.8 0540 8.67 19 1.101 1 0.0617 0 7.46 0.5 0540 8.67 11 17x(BM.Tee-Run)=7 39.66 150 31.3 0555 8.67 30 1.101 lx(BM.Tee-Br)=5 12 0.1438 0 51.66 7.4 0555 38.7 Path No: 3 402 18.5 4.9 20.8 1 lx(BM.Tee-Br)=5 9.33 150 18.1 0918 27.17 20.8 1.101 lx(BM.90)=5 10 0.0731 -3.8 19.33 1.4 0918 15.7 File:C:\DWG\--Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 64 Job :THE FIELDS BUILDING 4 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: 4 401 18.5 4.9 21.5 1 lx(BM.Tee-Br)=5 9.33 150 19.3 0915 27.17 21.5 1.101 lx(BM.90)=5 10 0.0777 -3.8 19.33 1.5 0915 27.17 16.2 1 1x(BM.Tee-Run)=1 2.55 150 17 0914 27.17 37.7 1.101 1 0.2194 0 3.55 0.8 0914 27.17 -15.3 1 lx(BM.Tee-Run)=1 6.46 150 17.8 0913 27.17 22.4 1.101 lx(BM.Tee-Br)=5 6 0.0838 0 12.46 1 0913 27.17 -6.8 1 3x(BM.Tee-Run)=3 9.5 150 18.9 0909 27.17 15.6 1.101 3 0.0428 0 12.5 0.5 0909 27.17 -3.1 1 3x(BM.Tee-Run)=3 22.39 150 19.4 0900 27.17 12.5 1.101 2x(BM.Tee-Br)=10 13 0.0284 0 35.39 1 0900 27.17 4.1 1 lx(BM.Tee-Br)=5 9.25 150 20.4 0477 17.92 16.6 1.101 5 0.0479 4 14.25 0.7 0477 17.92 -7.4 1 lx(BM.Tee-Br)=5 9.25 150 25.1 0503 8.67 9.2 1.101 5 0.0161 4 14.25 0.2 0503 8.67 -4.3 1 2x(BM.Tee-Run)=2 16.77 150 29.3 0869 8.67 4.9 1.101 lx(BM.Tee-Br)=5 7 0.0051 0 23.77 0.1 0869 8.67 -0.4 1 lx(BM.Tee-Run)=1 9.5 150 29.5 0861 8.67 4.6 1.101 1 0.0044 0 10.5 0.0 0861 8.67 -1.1 1 2x(BM.Tee-Run)=2 6.46 150 29.5 0854 8.67 3.5 1.101 2 0.0026 0 8.46 0.0 0854 8.67 -0.5 1 3x(BM.Tee-Run)=3 27.29 150 29.5 0517 8.67 2.9 1.101 lx(BM.Tee-Br)=5 8 0.0019 0 35.29 0.1 0517 8.67 5.8 1 2x(BM.Tee-Run)=2 20.97 150 29.6 0520 8.67 8.7 1.101 2 0.0144 0 22.97 0.3 0520 8.67 -2.3 1 lx(BM.Tee-Br)=5 6.46 150 29.9 0688 8.67 6.4 1.101 lx(BM.Tee-Run)=1 6 0.0082 0 12.46 0.1 0688 8,67 -1.7 1 19x(BM.Tee-Run)=19 139.45 150 30 0592 8.67 4.7 1.101 2x(BM.Tee-Br)=10 29 0.0047 0 168.45 0.8 0592 30.8 Path No: 5 0922 27.17 0 1 lx(BM.Tee-Run)=1 19 150 14.3 0920 27.17 1.1 1.101 1 0.0003 0 20 0 0920 14.3 File:C:\DWG\'Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 65 1 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/a) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 0130 27.17 0 1 lx(BM.Tee-Run)=1 7.13 150 19.3 0129 27.17 8.2 1.101 lx(BM.Tee-Br)=5 6 0.0129 0 13.13 0.2 0129 27.17 -0.5 1 2x(BM.Tee-Run)=2 7.95 150 19.4 0124 27.17 7.6 1.101 2 0.0114 0 9.95 0.1 0124 27.17 -1.9 1 13x(BM.Tee-Run)=13 140.11 150 19.6 0105 27.17 5.7 1.101 1x(BM.Tee-Br)=5 43 0.0066 0 5x(BM.90)=25 183.11 1.2 0105 27.17 7.1 1 1x(BM.Tee-Br)=5 9.25 150 20.8 0374 17.92 12.8 1.101 5 0.0296 4 14.25 0.4 0374 17.92 -4.6 1 lx(BM.Tee-Br)=5 9.25 150 25.2 0773 8.67 8.2 1.101 5 0.013 4 14.25 0.2 0773 8.67 -3.3 1 2x(BM.Tee-Run)=2 17.84 150 29.4 0777 8.67 4.9 1.101 lx(BM.Tee-Br)=5 7 0.005 0 24.84 0.1 0777 8.67 -2.2 1 17x(BM.Tee-Run)=17 143.93 150 29.5 0729 8.67 2.7 1.101 2x(BM.Tee-Br)=10 47 0.0016 0 4x(BM.90)=20 190.93 0.3 0729 8.67 3.3 1 2x(BM.Tee-Run)=2 7.95 150 29.8 0724 8.67 6 1.101 2 0.0073 0 9.95 0.1 0724 8.67 2.7 1 lx(BM.Tee-Br)=5 7.13 150 29.9 0534 8.67 8.7 1.101 5 0.0146 0 12.13 0.2 0534 8.67 2.3 1 3x(BM.Tee-Run)=3 45.78 150 30.1 0540 8.67 11 1.101 lx(BM.Tee-Br)=5 8 0.0224 0 53.78 1.2 0540 31.3 Path No: 7 0917 27.17 0 1 lx(BM.Tee-Run)=1 18.43 150 16.2 0915 27.17 16.2 1.101 1 0.0458 0 19.43 0.9 0915 17 Path No: 8 0936 27.17 0 1 21x(BM.Tee-Run)=21 141.45 150 17.5 0962 27.17 8.9 1.101 2x(BM.Tee-Br)=10 51 0.015 0 4x(BM.90)=20 192.45 2.9 0962 27.17 -3.2 1 lx(BM.Tee-Run)=1 6.46 150 20.4 0136 27.17 5.7 1.101 1 0.0066 0 7.46 0.0 0136 20.4 File:C:\DWG\'-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 66 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 9 1016 27.17 0 1 18x(BM.Tee-Run)=18 141.45 150 18.1 0967 27.17 7.9 1.101 2x(BM.Tee-Br)=10 48 0.0121 0 4x(BM.90)=20 189.45 2.3 0967 27.17 3.2 1 lx(BM.Tee-Run)=1 12.11 150 20.4 0972 27.17 11.1 1.101 2x(BM.Tee-Br)=10 11 0.0227 0 23.11 0.5 0972 27.17 -9.4 1 lx(BM.Tee-Br)=5 9.29 150 20.9 1061 36.46 1.7 1.101 5 0.0007 -4 14.29 0.0 1061 36.46 2.5 1 2x(BM.Tee-Run)=2 12.11 150 16.9 0025 36.46 4.2 1.101 lx(BM.Tee-Br)=5 7 0.0038 0 19.11 0.1 0025 36.46 1.1 1 2x(BM.Tee-Run)=2 9.5 150 17 0027 36.46 5.3 1.101 2 0.0059 0 11.5 0.1 0027 36.46 1.6 1 lx(BM.Tee-Run)=1 6.46 150 17.1 0031 36.46 6.9 1.101 1 0.0095 0 7.46 0.1 0031 36.46 1.5 1 4x(BM.Tee-Run)=4 17.13 150 17.1 0041 36.46 8.4 1.101 4 0.0137 0 21.13 0.3 0041 36.46 4.1 1 2x(BM.Tee-Run)=2 22.53 150 17.4 0049 36.46 12.5 1.101 2x(BM.Tee-Br)=10 12 0.0285 0 34.53 1 0049 36.46 5.7 1 1x(BM.Tee-Run)=1 9.29 150 18.4 0150 27.17 18.2 1.101 1 0.057 4 10.29 0.6 0150 23 Path No: 10 0181 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 25.5 0176 17.92 6.2 1.101 lx(BM.Tee-Br)=5 7 0.0078 0 19.11 0.1 0176 17.92 1.9 1 2x(BM.Tee-Run)=2 9.5 150 25.7 0171 17.92 8.1 1.101 2 0.0127 0 11.5 0.1 0171 17.92 2.7 1 lx(BM.Tee-Run)=1 6.46 150 25.8 0170 17.92 10.8 1.101 1 0.0217 0 7.46 0.2 0170 17.92 6.9 15x(BM.Tee-Run)=5 39.66 150 26 0159 17.92 17.7 1.101 2x(BM.Tee-Br)=10 15 0.0541 0 54.66 3 0159 29 Path No: 11 0602 8.67 0 1 lx(BM.Tee-Br)=5 141.21 150 30 0646 8.67 1.3 1.101 12x(BM.Tee-Run)=12 42 0.0004 0 5x(BM.90)=25 183.21 0.1 0646 8.67 1.7 1 18x(BM.Tee-Run)=18 141.45 150 30 0597 8.67 3 1.101 lx(BM.Tee-Br)=5 43 0.002 0 4x(BM.90)=20 184.45 0.4 0597 30.4 File:C:\DWG\--Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 67 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 12 0914 27.17 0 1 2x(BM.Tee-Run)=2 27.29 150 17.8 1336 27.17 15.3 1.101 lx(BM.Tee-Br)=5 7 0.0412 0 34.29 1.4 1336 27.17 -3.6 1 2x(BM.Tee-Run)=2 7.13 150 19.2 1338 27.17 11.7 1.101 2 0.025 0 9.13 0.2 1338 27.17 0.5 1 2x(BM.Tee-Run)=2 7.95 150 19.5 1376 27.17 12.2 1.101 2 0.0272 0 9.95 0.3 1376 27.17 1.9 1 lx(BM.Tee-Run)=1 17.84 150 19.7 0105 27.17 14.2 1.101 2x(BM.Tee-Br)=10 11 0.0358 0 28.84 1 0105 27.17 -7.1 1 lx(BM.Tee-Br)=5 10.27 150 20.8 0103 36.46 7 1.101 lx(BM.90)=5 10 0.0098 -4 20.27 0.2 0103 36.46 -1.4 1 14x(8M.Tee-Run)=14 164.28 150 16.9 0049 36.46 5.7 1.101 lx(BM.Tee-Br)=5 59 0.0066 0 8x(BM.90)=40 223.28 1.5 0049 18.4 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 68 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/Psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 13 0913 27.17 0 15x(BM.Tee-Run)=5 27.29 150 18.9 1417 27.17 6.8 1.101 2x(BM.Tee-Br)=10 15 0.0093 0 42.29 0.4 1417 27.17 3.6 12x(BM.Tee-Run)=2 9.5 150 19.3 1426 27.17 10.4 1.101 2 0.0204 0 11.5 0.2 1426 27.17 3.1 1 lx(BM.Tee-Run)=1 16.77 150 19.5 0900 27.17 13.5 1.101 2x(BM.Tee-Br)=10 11 0.0329 0 27.77 0.9 0900 27.17 -4.1 1 lx(BM.Tee-Br)=5 9.29 150 20.4 1118 36.46 9.5 1.101 5 0.0169 -4 14.29 0.2 1118 36.46 -2.5 1 2x(BM.Tee-Run)=2 16.77 150 16.6 1121 36.46 7 1.101 lx(BM.Tee-Br)=5 7 0.0096 0 23.77 0.2 1121 36.46 -2.3 1 2x(BM.Tee-Run)=2 10.02 150 16.9 1178 36.46 4.7 1.101 2 0.0046 0 12.02 0.1 1178 36.46 -0.4 1 2x(BM.Tee-Run)=2 5.94 150 16.9 1180 36.46 4.3 1.101 2 0.0039 0 7.94 0.0 1180 36.46 -2 1 3x(BM.Tee-Run)=3 7.13 150 16.9 1262 36.46 2.3 1.101 3 0.0012 0 10.13 0.0 1262 36.46 -0.5 1 20x(BM.Tee-Run)=20 147.84 150 16.9 1208 36.46 1.8 1.101 2x(BM.Tee-Br)=10 50 0.0008 0 4x(BM.90)=20 197.84 0.2 1208 36.46 0.4 1 lx(BM.Tee-Run)=1 7.95 150 17.1 1209 36.46 2.2 1.101 1 0.0011 0 8.95 0.0 1209 36.46 1.9 1 6x(BM.Tee-Run)=6 49.83 150 17.1 0041 36.46 4.1 1.101 2x(BM.Tee-Br)=10 36 0.0036 0 4x(BM.90)=20 85.83 0.3 0041 17.4 Path No: 14 0909 27.17 0 1 5x(BM.Tee-Run)=5 27.29 150 19.4 1426 27.17 3.1 1.101 2x(BM.Tee-Br)=10 15 0.0021 0 42.29 0.1 1426 19.5 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 69 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 15 0477 17.92 0 1 2x(BM.Tee-Run)=2 16.77 150 25.1 0480 17.92 4 1.101 lx(BM.Tee-Br)=5 7 0.0034 0 23.77 0.1 0480 17.92 -0.3 1 2x(BM.Tee-Run)=2 9.5 150 25.2 0492 17.92 3.7 1.101 2 0.0029 0 11.5 0.0 0492 17.92 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 25.2 0450 17.92 3.1 1.101 2 0.0021 0 8.46 0.0 0450 17.92 -1.1 1 3x(BM.Tee-Run)=3 27.29 150 25.2 0454 17.92 1.9 1.101 lx(BM.Tee-Br)=5 8 0.0009 0 35.29 0.0 0454 17.92 4.3 1 2x(BM.Tee-Run)=2 20.97 150 25.3 0300 17.92 6.3 1.101 2 0.0079 0 22.97 0.2 0300 17.92 -1.2 1 lx(BM.Tee-Run)=1 6.46 150 25.4 0266 17.92 5.1 1.101 lx(BM.Tee-Br)=5 6 0.0054 0 12.46 0.1 0266 17.92 -2.4 1 21x(BM.Tee-Run)=21 141.45 150 25.5 0171 17.92 2.7 1.101 2x(BM.Tee-Br)=10 51 0.0017 0 4x(BM.90)=20 192.45 0.3 0171 25.8 Path No: 16 0477 17.92 0 1 4x(BM.Tee-Run)=4 22.39 150 25.1 0462 17.92 3.4 1.101 lx(BM.Tee-Br)=5 9 0.0026 0 31.39 0.1 0462 17.92 0.3 1 3x(BM.Tee-Run)=3 9.5 150 25.2 0458 17.92 3.7 1.101 3 0.003 0 12.5 0.0 0458 17.92 0.6 1 lx(BM.Tee-Br)=5 6.46 150 25.2 0454 17.92 4.3 1.101 5 0.0039 0 11.46 0.0 0454 25.3 Path No: 17 0503 8.67 0 1 4x(BM.Tee-Run)=4 22.39 150 29.3 0512 8.67 4.3 1.101 lx(BM.Tee-Br)=5 9 0.0039 0 31.39 0.1 0512 8.67 0.4 1 3x(BM.Tee-Run)=3 9.5 150 29.5 0516 8.67 4.7 1.101 3 0.0046 0 12.5 0.1 0516 8.67 1.1 1 lx(BM.Tee-Br)=5 6.46 150 29.5 0517 8.67 5.8 1.101 5 0.0067 0 11.46 0.1 0517 29.6 Path No: 18 0869 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 29.5 0512 8.67 0.4 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 42.29 0 0512 29.5 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 70 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gprn) (in) (ft) (ft) (psi) (psi) Path No: 19 0861 8.67 0 1 5x(BM.Tee-Run)=5 27.29 150 29.5 0516 8.67 1.1 1.101 2x(BM.Tee-Br)=10 15 0.0003 0 42.29 0.0 0516 29.5 Path No: 20 0854 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 29.5 0811 8.67 0.5 1.101 1x(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0811 8.67 2.2 1 20x(BM.Tee-Run)=20 153.76 150 29.5 0724 8.67 2.7 1.101 lx(BM.Tee-Br)=5 65 0.0017 0 8x(BM.90)=40 218.76 0.4 0724 29.9 Path No: 21 0520 8.67 0 1 6x(BM.Tee-Run)=6 97 150 29.9 0534 8.67 2.3 1.101 4x(BM.90)=20 26 0.0012 0 123 0.1 0534 30.1 Path No: 22 0688 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 30 0646 8.67 1.7 1.101 lx(BM.Tee-Br)=5 7 0.0007 0 16.5 0.0 0646 30 Path No: 23 0129 27.17 0 1 20x(BM.Tee-Run)=20 147.84 150 19.4 1338 27.17 0.5 1.101 2x(BM.Tee-Br)=10 50 0.0001 0 4x(BM.90)=20 197.84 0.0 1338 19.5 Path No: 24 0124 27.17 0 1 18x(BM.Tee-Run)=18 143.93 150 19.6 1376 27.17 1.9 1.101 2x(BM.Tee-Br)=10 48 0.0009 0 _ 4x(BM.90)=20 191.93 0.2 1376 19.7 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 71 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 25 0374 17.92 0 1 2x(BM.Tee-Ru n)=2 17.84 150 25.2 0378 17.92 2.6 1.101 lx(BM.Tee-Br)=5 7 0.0015 0 24.84 0.0 0378 17.92 -0.8 1 17x(BM.Tee-Run)=17 143.93 150 25.2 0328 17.92 1.8 1.101 2x(BM.Tee-Br)=10 47 0.0007 0 4x(BM.90)=20 190.93 0.1 0328 17.92 2.1 1 2x(BM.Tee-Run)=2 7.95 150 25.4 0323 17.92 3.8 1.101 2 0.0031 0 9.95 0.0 0323 17.92 1.9 1 lx(BM.Tee-Br)=5 7.13 150 2.5.4 0314 17.92 5.7 1.101 5 0.0067 0 12.13 0.1 0314 17.92 1.2 1 3x(BM.Tee-Run)=3 45.78 150 25.5 0170 17.92 6.9 1.101 lx(BM.Tee-Br)=5 8 0.0094 0 53.78 0.5 0170 26 Path No: 26 0374 17.92 0 1 14x(BM.Tee-Run)=14 140.11 150 25.2 0328 17.92 2.1 1.101 5x(BM.90)=25 39 0.001 0 179.11 0.2 0328 25.4 Path No: 27 0773 8.67 0 1 14x(BM.Tee-Run)=14 140.11 150 29.4 0729 8.67 3.3 1.101 5x(BM.90)=25 39 0.0024 0 179.11 0.4 0729 29.8 Path No: 28 0777 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 29.5 0811 8.67 2.2 1.101 lx(BM.Tee-Br)=5 6 0.0011 0 13.95 0.0 0811 29.5 Path No: 29 0962 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 20.4 0967 27.17 3.2 1.101 2 0.0023 0 11.5 0.0 0967 20.4 Path No: 30 1336 27.17 0 1 2x(BM.Tee-Run)=2 6.46 150 19.2 1417 27.17 3.6 1.101 2 0.0029 0 8.46 0.0 1417 19.3 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 72 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Path No: 31 0103 36.46 0 1 2x(BM.Tee-Br)=10 18.82 150 16.9 1257 36.46 1.4 1.101 lx(BM.Tee-Run)=1 11 0.0005 0 29.82 0.0 1257 36.46 0.5 1 18x(BM.Tee-Run)=18 143.93 150 17 1209 36.46 1.9 1.101 lx(BM.Tee-Br)=5 43 0.0009 0 4x(BM.90)=20 186.93 0.2 1209 17.1 Path No: 32 1118 36.46 0 1 16x(BM.Tee-Run)=16 172.7 150 16.6 1061 36.46 2.5 1.101 4x(BM.90)=20 36 0.0014 0 208.7 0.3 1061 16.9 Path No: 33 1121 36.46 0 1 6x(BM.Tee-Run)=6 36.43 150 16.9 1127 36.46 2.3 1.101 lx(BM.Tee-Br)=5 11 0.0012 0 47.43 0.1 1127 36.46 0.4 1 2x(BM.Tee-Run)=2 11.83 150 16.9 1129 36.46 2.7 1.101 2 0.0017 0 13.83 0.0 1129 36.46 -1.1 1 21x(BM.Tee-Run)=21 150.95 150 16.9 0027 36.46 1.6 1.101 2x(BM.Tee-Br)=10 56 0.0006 0 5x(BM.90)=25 206.95 0.1 0027 17.1 Path No: 34 1178 36.46 0 1 8x(BM.Tee-Run)=8 46.44 150 16.9 1127 36.46 0.4 1.1012x(BM.Tee-Br)=10 23 0.0001 0 lx(BM.90)=5 69.44 0 1127 16.9 Path No: 35 1180 36.46 0 1 9x(BM.Tee-Run)=9 145.26 150 16.9 1199 36.46 2 1.101 4x(BM.90)=20 34 0.0009 0 lx(BM.Tee-Br)=5 179.26 0.2 1199 36.46 -0.4 1 3x(BM.Tee-Run)=3 45.78 150 17.1 0031 36.46 1.5 1.101 lx(BM.Tee-Br)=5 8 0.0006 0 53.78 0.0 0031 17.1 Path No: 36 1262 36.46 0 1 lx(BM.Tee-Run)=1 7.95 150 16.9 1257 36.46 0.5 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.95 0 1257 17 File:C:\DWG\--Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 73 Job :THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft-) (psi) (psi) Path No: 37 0480 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 25.2 0462 17.92 0.3 1.101 2x(BM.Tee-Br)=10 15 0.0000 0 - 42.29 0 0462 25.2 Path No: 38 0492 17.92 0 1 5x(BM.Tee-Run)=5 27.29 150 25.2 0458 17.92 0.6 1.101 2x(BM.Tee-Br)=10 15 0.0001 0 42.29 0 0458 25.2 Path No: 39 0450 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 25.2 0412 17.92 1.1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.13 0 0412 17.92 0.8 1 20x(BM.Tee-Run)=20 147.84 150 25.2 0323 17.92 1.9 1.101 lx(BM.Tee-Br)=5 45 0.0009 0 4x(BM.90)=20 192.84 0.2 0323 25.4 Path No: 40 0300 17.92 0 1 6x(BM.Tee-Run)=6 97 150 25.4 0314 17.92 1.2 1.101 4x(BM.90)=20 26 0.0004 0 - 123 0.0 0314 25.5 Path No: 41 0266 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 25.5 0225 17.92 2.4 1.101 3 0.0013 0 12.5 0.0 0225 17.92 -0.5 1 18x(BM.Tee-Run)=18 141.45 150 25.5 0176 17.92 1.9 1.101 2x(BM.Tee-Br)=10 48 0.0008 0 4x(BM.90)=20 189.45 0.2 0176 25.7 Path No: 42 0378 17.92 0 1 1x(BM.Tee-Run)=1 7.95 150 25.2 0412 17.92 0.8 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.95 0 0412 25.2 Path No: 43 1129 36.46 0 1 18x(BM.Tee-Run)=18 141.45 150 16.9 0025 36.46 1.1 1.101 lx(BM.Tee-Br)=5 43 0.0003 0 4x(BM.90)=20 184.45 0.1 0025 17 File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 74 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psis/2) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 44 1199 36.46 0 1 1x(BM.Tee-Br)=5 7.13 150 17.1 1208 36.46 0.4 1.101 lx(BM.Tee-Run)=1 6 0.0001 0 13.13 0 1208 17.1 Path No: 45 0225 17.92 0 1 13x(BM.Tee-Run)=13 141.21 150 25.5 0181 17.92 0.5 1.101 5x(BM.90)=25 38 0.0001 0 179.21 _ 0.0 0181 25.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.66 ft/s occurs in the following pipe(s): (0555-0159) File:C:\DWG\--Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 75 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Funcbon Design Area: 4; Supply Ref.: SRC; Supply Name:SRC 04 psi @ 182.4 gpm(824 •pm+100 gpm add.out.hose) 105 ...._. „,, m..................__.....,,,=====, 100 95 111.11111111111111111111 1 9° 1.IIIIMMINIMMI1“1IIIIIIIMMININIII " 1111110.111.111111111111110111 785° 1011.1111111.111.111.1111111111111111. 0 70 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIII a - 65 IIIIIIIIIIIMIIIMIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 60 ° y 55 LI 11111111111111111111111.1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII cli-) 50 anommiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii1111111111111111111 IIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 45 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4° =I IIIIIIMIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIINII 35 30 IMIMIMINMIIIMIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 25 20 inommimmionsiminimmeill1.111111111111111111111111111=1111111111111111111 15 10 IIIIMMIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIMIIIIIIIMIIIIIIIIIIIII.MIIIII 5 0 00 00 o 0 0 o o 0 0 0 0 0 0 0 00 CO , 0 N CO 0, 0 n 01N Row,gpm Pressure Loss Function Design Area:4; BFP Ref.: 2179(Ames3000SM1, Size = 2) . , 18 8_ 17.8 : 16.8. 15 8, 14.8- 13.8- 12 8_ 11.8 a _ - 10.8i - 0 ,. = 9.8 ZU 7.8 psi @ 82.4 gpm 8.8: ....- ct 78 v, "T 6 8 -8- 3 8 1 2 8_ 1.8] - 0.8' 0 0 a C9 r^ g ,I Row,gpm File:C:\DWG\-Firestop\The Fields\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright@ 2002-2012 Tyco Fire Protection Products Page 76 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area:4; Valve Ref.: 2180 (Flow Switch, Size = 2) 3 psi g 82.4•pm 2.8 2 3- cic I 8 1.3 0.8 0 0 0 0 0 0 Row,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2181 (Gate A2360, Size = 4) l546 * a i 046 tn riprr 0 psi@ 82.4 gpm, a o 046 Flow,gpm File:CADWG\-Firestop\The Fi elds\BLD 4\The Fields BLD 4 FP.dwg Date 8/27/2018 Copyright©2002-2o12 Tyco Fire Protection Products Page 77 ES-A-3000BM1 __$_ Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3000BM1 Residential Fire Sprinkler Double Check Detector Backflow Prevention Assembly Sizes: 2" (50mm) Series 3000B Double Check Detector Assembly are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority 30000 BM1-OSY-GPM 3000BM1-FP-GPM 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/R"x 3/a"(16 x 19mm)Water • Compact Design for Ease of Installation Meter that complies with ANSI/AWWA Standard C700 coupled 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 1/2" Backflow Assembly of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product • Field Replaceable Seats&Discs installation and safety information available or the experience of a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing,in the experience of a trained product installer.You are required to United States.Before installing standard material product,consult thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICE Inquire with governing authorities for local installation requirements Ames Fire&Waterworks product specifications in U.S.customaryunits and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Mies Fire&Waterworks reserves the right to change or modify product design,construction, FIRE&MATE R W O R K S specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Approvals-Standards Configurable Options (Prefix-Suffix) •Approved by the Foundation for Cross-Connection Control and Suffix Hydraulic Research at The University of Southern California OSY: UL/FM (FCCCHR-USC) Approved OS&Y Gate Valves(ANSI/AWWA C515 Compliant) •ASSE 1048 Listed FP:UL Approved Gear Operated Ball Valves • UL Classified(US&Canada) CFM: Cubic Feet per Minute 5B"x3/4"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5,8"x 3/4"Water Meter(ANSI/AWWA •AWA Standard C510 Compliant C700 Compliant) W • 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 AD; 2"3000BM1-FP-CFM-Fitted with Gear Operated Shutoff& lelC®US ® Cubic Feet per Minute Water Meter Approved C Gate S Ives Friction Loss Assembly Flow Orientation Friction loss chart identifies valve performance based upon rated • Horizontal-Approved by FCCCHR-USC,ASSE, UL, FM, water Velocity up to 20fps IAPMO/cUPC • Maximum service flow rate is determined by maximum rated Velocity of 7.5fps. •Vertical Up Approved by FCCCHR USC,ASSE, UL, FM, IAPMO/IUPC •AWWA Manual M-22(Appendix C)recommends that the maxi- 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 � • Check Modules: Engineered Plastics rs I N I I I 0 16- I Pressure Specifications o 14 I • Max.Working Pressure: 175 psi " 12 I I Min.Working Pressure: 10 psi a 10 • 1 o a I I I • Hydrostatic Test Pressure: 350 psi g 6 1 I I • Hydrostatic Safety Pressure Rating: 700 psi a 4 4 1 Temperature Specifications o- . . , 1. , , , a , • . - • Continuous Operating Range:33°F-110°F(0.5°C-43°C) 0 20 40 60 so 100 120 140 160 180 200 220 240 260 gpm • Intermittent Operating Range up to 140°F(60°C)Must not 76 152 228 303 378 454 530 606 24.5 fps 680 757 833 908 984 fpm 7.5 1 exceed 12 hour duration Dimensions — Weights I 1 .1. J. 6-0h _n_.-___ f � p��-77 m����p .11 rim, VILv/1 ZI`-c '■p! D(Opee) MODEL SIZE(DN) i, �'� Trc'" DEMINSIONS t 7 WEIGHT A B C D IN, MM IN. im- MM IN. MM IN. MM IN. MM LBS. KGS 300061141-0SY 2 50 22% 575 109/6 268 1113/16 300 1312 343 85 38.6 3000BM1-FP 2 50 18' 479 8%s 225 1113/6 300 41/4 108 35 15.8 FIRE Se 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 0 2018 Ames Fire&Waterworks tqco Worldwide Fire Protection Contacts www.tyco-fire.com Products Model RM-1 Riser Manifold Commercial and Residential General Optional Pressure Relief Kits feature a 175 psi pressure relief valve and trim Description components for convenient integration into commercial and residential riser ,� The TYCO commercial and residential manifold assemblies. Model RM-1 Riser Manifold provide The pressure relief valve, installed in the necessary waterflow alarm, pres- manifold assemblies above the nor- sure gauge, alarm test orifice, drain, mally closed test and drain or drain and sight glass equipment in a single valve, automatically bleeds system assembly for use in NFPA 13 corn- pressure exceeding 175 psi through a mercial sprinkler systems and in NFPA flexible hose connected to the mani- 13D/13R residential sprinkler systems fold drain outlet (Ref. Figure 5), reduc- 1" as follows: ing system pressure to 175 psi. '` NFPA 13* �� • 1-1/2 Inch (DN40) NOTICE .. Male Thread x Female Thread The Model RM-1 Riser Manifolds • 2-6 Inch (DN50—DN150) described herein must be installed i _, ' 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 es tihaving jurisdiction.Failure to do so • 1-1/2 Inch (DN40) may impair the performance of these Male Thread x Female Thread devices. • 2 Inch (DN50) The owner is responsible for main- Groove x Groove main- taining their fire protection system and devices in proper operating con- *Although the Riser Manifold described in this techni- dition. Contact the installingcontrac- ', cal data sheet is intended for NFPA 13 sprinkler sys- tems,it may be used for NFPA 130 or 138 residential tor or product manufacturer with any ' sprinkler systems,where a test orifice of 2.8K or 4.2K questions. - is acceptable. y The variety of sizes and grooved end Technical connections allow cost effective and easy transition to check valves,control Data valves, and system piping. The Model RM-1 Riser Manifolds may be installed Approvals either horizontally (flow switch on top) UL and ULC Listed or vertically(flow going up)orientation, FM Approved for both single sprinkler rises and floor Listed by California State Fire Marshall control in high-rises. Maximum Working Pressure 300 psi(20,7 bar) Test Orifice 1-3 Inch(DN25-DN80)Manifolds:2.8K 4-6 Inch(DN100-DN150)Manifolds:4.2K Finish Red Painted Page 1 of 8 FEBRUARY 2017 TFP963 TFP963 Page 2 of 8 Nominal NO DESCRIPTION P/N Nominal End Nominal Dimensions Drain 1 300 psi/2000 kPa Riser Connections Inches Size Water Pressure Gauge..90050001 Size (mm) Inches 2 Test and Drain Valve, Inches (ON) Model TD-1: (ON) 1-1/2-3 Inch Inlet Outlet A B C D E F G H (DN40-DN80) 1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 Size Manifolds, (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) q_16Inch8KOrifice A61G0420 2 Groove Groove 13 18 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 (DN100-DN150) (50) (330) (457) (53) (143) (213) (388) (111) (32) Size Manifolds, 2",4.2K Orifice A61 G0601 2-1/2 Groove Groove 13 18-1/16 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 3 Flow Switch,VSR-M: (65) (330) (460) (53) (143) (213) (388) (111) (32) 1-1/2"(DN40) 91144815 3 13 18-1/16 2-1/16 5-7/8 8-5/8 15-3/4 4-3/8 1-1/4 2"(DN50) 91144802 (80) Groove Groove (330) (460) (53) (150) (219) (400) (111) (32) 2-1/2"(DN65) 91144825 3"(DN80) 91144803 4 Groove Groove 13 20-1/4 4-1/4 6-3/4 10-3/4 18-3/8 5-3/16 2 4"(DN100) 91144804 (100) (330) (514) (108) (172) (273) (467) (132) (50) 6"(DN150) 91144806 6 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 Field Replaceable (150) Groove Groove (330) (514) (108) (197) (300) (533) (172) (50) Retard/Switch 91144800 r:-.- OUTLET 1 `- 1 OPTIONAL T r PRESSURE '�C 0)/ RELIEF TRIM 4j;r CONNECTION ..... ic.:), !IJ J $ii 3.4 , , A lifil ilk bi (:!..-m--..t...----3) !Lt.. • I "1.-I 2a MEM 0O 3 11111I1 ild SIL girl% = INLET C mit t 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) Nu I 1=1 I MIME Int hi ''' UPIIIIIIIIIII 2 ■ NO DESCRIPTION P/N 1 ��� 1 1 1 300 psi/2000 kPa III p Water Pressure Gauge..90050001 U (254 mm) �� 1 (280 mm) 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 1"(DN25) 91144801 _ 4 Field Replaceable I 1" Retard/Switch 91144800 2-1/2" NPT '(64 mm) DRAIN I 3-7/8" 3-3/4" (100 mm) (96 mm) 1"NPT 3,4 4-5/8" (FEMALE) (118 mm) 10-1/8" (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) OPTIONAL PRESSURERELIEF 1 1-1/2"NPT CONNECTION (FEMALE) IN NI MEM .. `� 13-1/4" i (337 mm) NO DESCRIPTION P/N 10" Lillaill ii 4 1 300 psi/2000 kPa (254 mm) Water Pressure Gauge..90050001 2 Ball Valve;1"(DN25)....97111603 Jo! 2 ��� 3 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 7/1g '�,- , 4 Field Replaceable ; (111mm) Retard/Switch 91144800 iMEI • i =Z 1 y 3-7/8" 3-7/8" 3,4 (100 mm) 1" (100 mm) 1-1/2" NPT NPT 4-3/4" _ (MALE) DRAIN ~(121 mm) 11-3/8" (290 mm) � FIGURE 3 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1-1/2 INCH(DN40) TFP963 Page 4 of 8 II 2" (GROOVED) 1 OPTIONAL '17 PRESSURE 1�4:0:f 1 RELIEF TRIM CONNECTION III �� r 16" I (406 mm) NO DESCRIPTION P/N 13" hip 1 300 psi/2000 kPa (330 mm) 1 Water Pressure Gauge..90050001 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, mm Immill 2"(DN50) 91144802 RI 2 •• 4 Field Replaceable ' "� �,- ' Retard/Switch 91144800 i MN � 1/2" U =��' (13 mm) ' I 3-7/8" 4-1/8" (100 mm) '-"' 3,4 1" (105 mm) 2„ NPT 5" (GROOVED) DRAIN (127 mm) 11-7/8" (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD w� 2 INCH(DN50) Manifold f®,d Notes: Step 1. Install the manifold body with Where applicable pipe thread sealant the flow arrow pointing in the down Installation is to be applied sparingly. Use of a stream position using threaded con- non hardening pipe thread sealant is nections and/or listed mechanical TYCO Model RM-1 Riser Manifold recommended, grooved connections, as applicable. must be installed in accordance with Step 2. Connect the drain line and on this section. Never remove any piping component commercial manifolds set the Model nor correct or modify any piping defi- TD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing installed either horizontally(flow switch and draining the system, position or on residential manifolds on top)or vertically(flow going up).The close the drain valve. inlet of the Riser Manifold maybe con- Provisions for an alarm test flow on Residential Models must be made. Step 3. Refer to Figure 6 for wiring nected directly to a shut-off control The alarm test flow is to be through guidance.All wiring must be performed valve. in accordance with the authority having an orifice having a flow capacity equal jurisdiction and/or the National Electri- to or smaller than the smallest orifice cal Code. sprinkler in the system. One of two options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an lnspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5 of 8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT 1001184-01 175 psi,1/2"NPT 1001184-01 2 1/2"x Close Nipple 1001023-01 MODEL RM-1 2 1/2"x Close Nipple,Oty 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, tgi 1/2"x 30" 1001266-01 V/ 4 Figure 323 Reducing Tee, MODEL RM-1 Grooved x NPT Threaded: /I/�` `�A�__ RESIDENTIAL 1-1/2-3 Inch(DN40-DN80) A( `� �,z6 Size Manifolds, �t RISER MANIFOLD 1-1/4"x 1-1/4"x 1/2" 3231305GS ar�� ,� 2 4-6 Inch(DN100-DN150) r " 1 Size Manifolds, ' l - U 2"x 2"x 1/2" 3232005GS ( r'�'�' 5 Figure 577 Rigid Grooved 3 •::.. `i! Coupling: ��. 1-1/2-3 Inch(DN40-DN80) 5 4/ili �� Size Manifolds, �;, V, 1-1/4" 57713AGCP . y;�� 4-6 Inch(DN100-DN150) 3 G Size Manifolds, 2 �, 4 I 2" 57720AGCP 5 4 `/ FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressure manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressure relief trim components Relief Trim in this procedure. described in this procedure. Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi- female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2)in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close For assembly in Riser Manifolds grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. installed and in service, verify the fire and drain valve as applicable and install Step 4. Install Figure 815 Reducing protection system is de pressurized Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- and drained. Close the system supply on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- control valve,set commercial manifold ure 577 Grooved Coupling (5), align- sure relief valve outlet port. Reconnect test and drain valve to DRAIN or open ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- residential drain valve to relieve resid with pressure relief valve outlet port, let as necessary. ualpressure and drain system. Make Reconnect drain piping to Figure 323 y tee drain outlet as necessary. Step 5. Install 1/2 inch x Close Nip- certain that drainage water will not pies (2) in pressure relief valve outlet cause any damage or injury. Note: Refer to Technical Data Sheet port and in Figure 815 reducing tee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. for other requirements when closing a installation and assembly instructions. Step 6. Install Flexible Hose (3) by fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 inch x placing system in service. threading female ends onto 1/2 inch close nipples installed on relief valve Apply thread sealant or TEFLON tape x close nipple installed on relief valve outlet port and Figure 815 reducing tee on all threaded connections, with the outlet port and onto Figure 323 reduc- branch outlet. exception of internally sealed flexible ing tee branch outlet. Note:Assure Flexible Hose is not sus- hose connections. Note:Assure Flexible Hose is not sus- ceptible to being caught or snagged by ceptible to being caught or snagged by other moving equipment. other moving equipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not \��� SEPARATE permitted to be looped around CONDUCTORS CLAMPING the terminal and serve as two `�:r PLATE \ separate connections.The �� TERMINAL,,,,,AN y wire must be severed to serve INCOMING \\, \\`� as two separate connections, thereby providing supervision .1411 of the connection in the event Witi* 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 NEUTRAL ANNUNCIATOR MODULE ¢ WHITE WHITE BLACK --CD'F w cc w �ml J BLACK O O (LINE/HOT) O U Z amD Z o=Q Q (;O O O 0 0 - 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 ' NO NSC COM COM NC NO s VM\ © © 0 © -----------------NOTE: I1_C% When connecting to a UL Listed control panel, use panel resistor rating for circuit supervision NOTE: For supervised circuits.see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. FIGURE 6 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLD WIRING GUIDANCE TFP963 Page 7 of 8 _____=... ___ ..... Aim.... ____ __ __......„ DRAM �iWO rt,i,) O� O... liii oo I ; ° ill 111(1 ON Y o 'Id0 OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED 1,, A ON DETENT ON DETENT ON DETENT t 41 1 yilly &-DMODEL TD 1 7 O I o <I TEST AND [(!]�' l `� I I h� 1 DRAIN LVE ,(J /�VALVE ■mom 0(O> 3 io O ( i o INIII 4 Ii 1000 9 O AIL 1 r /\ /\ C'-----_ SIGHT ----c� L1 FLOW 6.11 MID C.1 I I ()) 0 I LIZ) I IMO 1 vY\_. DRAIN - " CONNECTION SET TEST 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 nel who may be affected by this action are encountered the entire riser mani Step 3. Verify that the residual (i.e., must be notified. fold must be replaced. flowing)pressure indicated by the pres- 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 Loring proprietary and/or central station must be given to the owner and the fire Step 4. Close the Drain Valve on the alarms. department, central station, or other Residential models and the Test and The owner is responsible for the signal station to which the alarms are Drain valve on commercial models. 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 Specify: Pressure Relief Kit, Model Warranty Procedure RM-1 Riser Manifold,(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 j Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. Vico TEFLON is a registered trademark of DuPont Fire Protection Products 1,0 08 c us FM Check klirelsoclav Valves 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- . 30" designed for hydrodynamic efficiency and available in 2"/50mm—3"/80mm(Series 717H)and 211"/65 mm—12"/300 mm(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- slamming operation.This spring-assisted,single-disc design achieves a leak-free seal with as Series 717 little as 5ft/1.5m of head.Series 717 and 717H FireLock Check Valves can be installed either (21/2—3"/55—so mm) vertically(flow upwards only)or horizontally.A cast flow arrow indicator is provided to assist with proper valve orientation.Both valves include upstream and downstream pressure taps.Each valve is factory-tested to the rated working pressure.For systems requiring a Riser Check option, refer to publication 10.09. Grooved ends allow fast,easy installation with just two Victaulic couplings or the valve may be mounted to flanged(ANSI CL.150)equipment using either to Victaulic Style 741 Vic-Flange®or Style 744 FireLock flange adapters on either end. Series 717 (4—12"/100—300 mm) Approval/Listing Service Pressures ,Igfa;�. Series 717H Size cULus FM LPCB Vds 2750mm up to 365psi/2517kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa 21/2'/65mm up to 365psi/)51/k/a up to 365 ps1/2517 kPa up to 365 psi/2517kPa 1 up to 365 psi/2517 kPa 76.1 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa Series 717H High Pressure Check Valve 3"/80 mm up to 365 ps12517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa '. up to 365 psi/2517 kPa (2—3750—80mm) 47100 mm n/a n/a n/a n/a 57125 mm n/a n/a Na n/a 139.7mm rVa 67150 mm rVa 1651 mm n/a n,t� _. n/a.. .. n/s.. 87200 mm Na n;3 n/a n/a 10/250mm n/a n/a rVa_ r✓a 127300 mm n/a n/a _... n/a __.n/a Approval/Listing Service Pressures Series 717 Size I ;3'' {al •a,14 ' 2750 mm n/a n/a n/a n/a 21/2765mm up to250ps/1725kPa n/a up to 365 psi/2517 kPa n/a 761 mm up to 250psi/172S kPa n/a ! up to 365 psi/2517 kPa up to 16bar/232 psi 3780 mm up to 250 psV1725 kPa n/a up to 365 psi/2517 kPa up to 16bar/232 psi 47100 mm up to 365 psi2517 kPa up to 365ps/2517kPa up to 365 psi/2517 kPa up to l6bar/232psi 57125 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa n/a 1397 mm up to 365 psi2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 16bar/232 psi 67150 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 ps1/2517 kPa up to 16bar/232 pal 165.1 mm up to 365 psi/2517 kPa up to 365 ps/2517 kPa up to 365 ps1/251 a n/a 87200 mm up to 365 ps/2517 kPa up to 365 p,12517kPa up to 348 psi/2400kPa ; up to 16bar/232 psi 107250 mm up to 250 psV1725 kPa up to 250ps/1725 kPa up to 1725 kPa/250psi n/a 127300 mm up to 250 psVI725 kPa up to 250 psi/1725kPa , u.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. GtaUliC° REV_.P 20.08 1 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 1 0.08 • it SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB DIMENSIONS-Series 717 Approx. I4-A-01 e 8 )I Size Dimensions-Inches/millimeters Wgt.Ea. minangom el = ii0 ame d h :;,1::. 1`� Lbs. TYPICAL 2'/z-3"/65-80MM 2'V, 2.875 3.88 I 4.26 3.57 _ _ 3.6 65 73.0 99 108 91 - ' 16..,,,,, < A-► 76.1mm 3.000 3.88 4.26 3.57 ...... ! 1 3.6 76.1 99 108 . 91 - - - - 1.6 -4. R 15.-___n, 3 3.500 4.25 5.06 4.17 - _ 1 ' 4.5 rig 4 �� 4 80 68.9 108 129 106 - i - - - 2 0 4 4.500 9.63 600 3.88 275 350 2.00 4.50 3.50 3.35 20.0 1111111111 �. 100 114.3 245 152 99 70 89 51 114 89 s. 85 9.1 ....r"._ 5 5.563 1050 6.80 4.50 417 2.15 5 88 4.08 I 3.98 270 I�-K-rl ® 125 141.3 267 173 114 .706 55 149 104 �__ 101 12.3 4-B -'I 114- 0 39.7mm 5.500 10.50 6.80 4.50 _ ' 4.17 2.15 588 4.08 I 3.98 : 27.0 1139.7 267 173 114.... 106 55 149 104 ` 101 12.3 © /i'NPT Upstream Drain - © r/"NPT Downstream Drain 6 6.625 11.50 8.00 5.00 4.50 2.38 6.67 4.73 1 3.89 38.0 3 2 NPT(Jrin Optional) 150 16 - 83 297 203 127 ! 114 61 169 120 _C 99 17.2 TYPICAL 4-8"/100-200 MM 165.1 mm 6.500 11.50 8.00 1 5.00 4.50 2.38 ' 6.67 4.73 1. 3.89 _ 38.0 165.1 - 292 203 I 127 - 114 61 , 169 120 ,, 99 17.2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 a F. 1 200 2191 356 251 154 128 144 55 225 144 146 29.0 IL-r- --' T _ 4 10 10750 1700 12 00 709 596 6.69 2.15 10 92 6 73 1000 HiIk C 250 2733 432 305 180 151 170 55 277 171 45.4 300 7323.9 14 50 14.0035 2 05 6.76 194 641 12.8192 196 630 0 3 12 06 7.73 .35 2 -> Oi"j0 •-B--. -.5,:4- °'h"9,91 Upstream Drain ®'/z"NPT Downstream Drain TYPICAL 10-12'/250-300 MM DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.Ea. y �y. fa.: A , . 11641"1111111��� y I/(��l i 2 8.66 6.46 3.23 1 48 3.02 2.80 4.25 10 7 �r l Pr j 603 219.8 164.1 82.1 375 767 71.0 1080 4.9 ��/� 2 1/2 9.37 694 3.31 1.66 3.40 3.38 4.38 13.8 �; 73 238.0 176.3 84.1 42.2 86.4 - 85.9 111.3 6.3 <-5: <-1--. - 9.37 ( 6.94 3.31 1.66 3.40 3.38 4.38 13.8 -76.1 mm 238.0 176.3 '84.1 42.2 86.4 859 ' 111.3 6.3 TYPICAL 2"/60.3 mm-3"/88.9mm 3 9.62 7.44 3.53 191 3.65 338 _ 4.63 , 20.0 889 ;. 2443 ( 189.0 s 897 485 92.7 85.9 ', 117.6 i 9.1 r www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. -C'tc'1IIJl1C' . 10,08 2 1REV P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 FireLock Check Valves SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB MATERIAL SPECIFICATIONS Body:Ductile Iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. Body Coating:Series 717H Body: Black Paint Series 717H Endface:Electroless Nickel Series 717(21/2—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—80mm):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—3750-80 mm): Brass • Series 717(21/2—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—3750—80mm):Type 416 Stainless Steel • Series 717(21/2—12765—300mm):Carbon steel zinc plated Pipe Plug: • Series 717H(2—3750—80mm):carbon steel zinc plated • Series 717(4—127100—300mm):Carbon steel zinc plated www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �Ct`aUlic REV_.P 10.08_3 IPS CARBON STEEL PIPE- FIRE PROTECTION VALVES 10.08 reLock® Check Valves SERIES 717–cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE–cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. S717H/717HR 10 • Lei Le) c• <cs oc' Lu tit' cc ai 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 100.00 ; • .4, I CL ,r•H f- [ 0 AeS's -I 10.00 1_4 Lu I cc a ' I : 1.00 100 1000 10000 FLOW RATE(Litres/Min) ww.v.victaulic.com Njectaulic' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. — 10•084 REV_P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 1 0.08 FireLock° Check Valves 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— ice - { ISM IIIIIIIMIII _r__ v i ^ oF ,/i titi° ,c),' by yo° 0 14 4 , I J 1 ..—. 'N —^•) C`.C).CO/ R ._'1° 1C LU cc Ln vl Ow jilmrAFAI W — 0. IAJr!V 0.1 10 100 1000 10000 100000 FLOW RATE-G.P.M. 5717/717R 100.00 , .. i.1......._ . I ( •+f ? _....._._. I 1 f I LL I ; I I , -. 7, j - I a. N ; �a F� oFF �F F oFF �,, e� 1 1 OJ 10.00 -- 11 +.° �-v~ —� y� vim �°� -- ~ _ -- _ �. -! v�'- ro _yr _'41_ N -... w , 1' el I I I I I 1.00 i ii ! 1I1 1 0.0 0 100 1000 10000 100000 FLOW RATE(Litres/Min) 'wiry_--- www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ic _L._._ REV_P 10,08,„5 FireLockel Check Valves 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 i f.GtauIac VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. V 10.08 open i s Soot A embay � IL FNPT x FNST* Connection F ... P Description ° The single outlet open snoot is constructed of cast brass.The single swivel is �� complete with gasket and comes standard with pin lugs. Outlet is 2Y2" NPT female thread. Comes standard with 2�/z" NST female swivel. Kit includes: opens.: snoot, 2 Yz" brass plug with chain, and 21/2" FDC Brass Wall Plate. } Installation Specifications Installation can be achieved with tools readily available in the field using Material: common installation practices. Make sure mate threads of pipe to which the Cast Brass snoot is being attached are liberally coated with a pipe thread sealant such as PipeFit Thread Sealant with PTFE or PTFE Thread Sealant Tape.Tighten the Size: snoot until hand tight.Tighten one additional turn past hand tight to achieve a 2'/z FNP x F Swivel* water tight seal of the threads. DO NOT OVER TIGHTEN! Over Tightening may *Available Swivels: cause thread failure as well as cracking of the snoot body. NST 3.0686"x 7�/z TPI BCT 3.000"x 8 TPI CLV 3.078"x 8 TPI DET 3.125"x 71/2TPI ONT 3.125"x 5 TPI 3.062 "x 6 TPI PHX QST 3.031"x7TPI TEM 3.075"x 6 TPI Check thread dimensions for other 2'/z"applications. .a e G 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599 1168 +1 800 344 1822 FAX+1 800 344-3775 C 2012 Fire Protection Products,Inc. TT I! IT •• • tqco Worldwide Fire Protection Contacts www.tyco-fire.com Products BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technical Description Data TYCO CPVC Pipe and Fittings pro- Sizes „, duced by Tyco Fire Protection Prod- 3/4 Inch thru 3 Inch ucts (TFPP) are designed exclusively Maximum Working Pressure for use in wet pipe automatic fire 175 psi sprinkler systems. The TYCO CPVCe Pipe and Fittings are produced from UL and C-UL Approvals BLAZEMASTER CPVC compound FMApproved Listed that is a specially developed thermo LPCB Approved plastic compound composed of post NSF Certified chlorinated polyvinyl chloride (CPVC) Cit MEAoApprovedLosAnf eles 1.4 resin and state of the art additives. Y g 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. CPVC and PVC piping materials used Material TYCO CPVC Pipe and Fittings are to p p g 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 pipe to metallic piping.All female pipe Fittings: April 2016. 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 P1970 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 j 1400 Pennbrook Parkway,Lansdale,PA 19446(Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. BLAZEMASTER is a trademark of The Lubrizol Corporation. fire Protection Products 1 i a o ...,,:,...........„...._ ii!..,:iilillira„1:.,„!:„.1.1,14iii:: :,.„.:::„,:,::,,...,,,,,,,, .......„....,..„.. Z'0EL✓f..J T7 LiPliii-i.,i. .,,,,,...„,„:„ SIDEWINDER® FOR WOOD -Horizontal Application Application Product Features Not less than 2"nominal width •No pre-drilling required. r (1-1/2")up to 3-1/2'pipe;not less than 3"(2-1/2")nominal width 4"&5"pipe •Quick to install using the Sammy 4'—"-0 Floor Joist ,t Nut Driver with an 18V cordless 1• Minimum 2-1/2'from bottom for " , drill/driver. branch lines.Minimum 3°from bot- ' tom for main lines.Exception:This •Saves time from traditionalwiai 141 requirement shall not apply to 2"or thicker nailing strips resting on top of methods. steel beams. 7 •Reduces installation costs. 100 i> •Made in the U.S.A. I ....Watch a video demon traUen at hm www.itwbuildex.com) 1. lai • p screw Ultimate UL Test Box Case Approvals s • leModel :a scri bons a Pullout lbs Load lbs Qt 1x`- ki. 1/4" 8019957 SLOG 200 25 125 Q 3f8" 8020957 SWG 10 11/4 x 1' 622(Fir) 300 25 125 Q,AO 3/8" 8021957 S�NG20 -4x2" 725 (Fir, 1050 25 125 � ,�- 3/8" 8073925° SWG 20-SS' 1'4 x 2" 1725 {Pr, 850 25 125 Q- 3/8'" 8022925 SWG 25-380 3`8 x L-1i2" 2249 'qtr; 500 25 125 iiii #14 SW Rea 3/8" 8023925 SWG 30 1'4 x 3' 1884 (r r9 25 125 - 11414 Nut Driver °art#8114910 *May require pre-drilling;consult joist manufacturer. IQ SA ?n's SWIVEL M 1EAD°" FOR WOOD-Swivel Application , 1. U 1`r 0 ProductFeatures 0A Application su 641,0720 " oT •Eliminates distortion of threaded rod. •Accommodates up to 3'/%"x 12 pitch roof. x- •Allows 17°deflection from vertical. ui "° •Saves time from traditional methods. WW ` 4 ,., * •Reduces installation costs. w, •Made in the U.S.A. 0 me y Approvals Rod Part Model Screw Ultimate UL Test Load FM Test Min Box Case Size Number Descriptions Pullout(lbs) Os) Load(lbs) Thickness Qty Qty 171 '#14 Black (:).<> 3/8 8139957 SH-GST 20 1'4 x 2" 1257(Fir) 1050 1475 25 125 i, Q Nut Driver rt#Driver 0 3(8' 8141957 SH GS7 30 1/4 x 3' 1720(Fir) 1500 1475 25 125 1903 Dim,Lumber ,N1, 850 @ 45" 3/8"" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 1500 Dim Lambe 25 125 -5 505 sl 904 Diml rnher, II 12 8373957 SHGST/CST 26 5(10xI3'4' 140604h0ffvertical 25 125Itt D .Lumber h `May require pre-drilling;cor.,.t cite i.fa�turer. #14 SH Orange Nut DriverCt Part' 8273910 Ct 518 "` ` : a Q 5 To find a distributor near you,call 800-BUILDER Pipe Hangers Fig.200- "Trimline" Adjustable Band Hanger (B-Line Fig.B317ONF) 0TOLCCI 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) Fig.200S - "Trimline"Adjustable Band Hanger with Non-Captured Nut LISTED Size Range: Fig. 200 - 72" (15mm)thru 8" (200mm)pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: Q • (1/2" (15mm)thru 2" (50mm)) Flared edges ease installation for all pipe ii,.....b„.', I types and protect CPVC plastic pipe from abrasion. Captured design '1 1 ! ,r' �� keeps adjusting nut from separating with hanger. Hanger is easily - I', a installed around pipe. ! For hanger with non-captured nut order Fig. 200S. : • (2'/2" (65mm)thru 8" (200mm)) Spring tension on nut holds it securely in / y hanger before installation.Adjusting nut is easily removed. ���� ! Approvals: Underwriters Laboratories listed (1/2" (15mm)thru 8" (200mm)) in the USA(UL)and Canada (cUL)for steel and CPVC plastic pipe and Y� Fig.200-1/2.200-3l4 Factory Mutual Engineering Approved (FM) (3/4" (20mm)thru 8" (200mm))• Fig.200-1 to 200-2 Fig.200-21/z to 200-8 Conforms to Federal Specifications VVW-H-171 E &A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69& SP-58, Type 10. � i ,,,,;,.;.:7,,, , ,, , Maximum Temperature: 650°F!343°C; � Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) flex nuts in place of a knurl nut. . t Order By: Figure number and pipe sizeIr r f Designed to meet or exceed requirements of F FM DS 2-0. , a Fig.200 Fig.200C Fig.200F Pipe Size Rod Size A B Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) ,. , 200-1/2 1/2" (15) 3/8"-16 31/8" (79.4) 25/8" (66.7) 11 (5.0) j. 200-3/4 3/4" (20) 3/8"-16 31/8" (79.4) 21/2" (63.5) 11 �r. 200-1 1" (25) 3/8"-16 33/8" (85.7) 25/8" 166.7) 12 (5.5) 0` 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 2'/2" (65) 3/8'-16 55/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) 3/8"-16 57/8' (149.1) 4" (101.6) 29 (13.3) 200-31/2 31/2" 190) 3/8"-16 78/8" (187.3) 51/4" (133.3) 34 (15.6) Fig.200S 200-4 4" (100) 3/8"-16 73/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"-13 91/8" (231.8) 61/4" (158.7) 66 (30:2) 200-6 6" (150) 1/2"-13 101/8" (257.2) 63/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2"-13 131/8" (333.4) 83/4" (222.2) 136 (62.3) All dimens:ons in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. . Fire Protection Solutions 21 -LNne by Flion Pipe Clamps Fig. 28M - Offset Hanger& Restrainer for CPVC Plastic Pipe and IPS Steel Pipe ** ®TOL O- Size Range: 3/4"(20mm)thru 2" (32mm) c UL tIS 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/i6" (7.9mm) extension socket A eliminating impact tool damage to pipe •Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4" x 1" tek type self ''' drilling tapping screws c •cULus Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1"screws are exposed, use Fig.27B speed nut to secure s 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, 138 and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. ' Fig.27B � IOrder By: Figure number and pipe size (2)Required Patent#7,744,042 �i I **With reduced spacing, consult factory. t. ''I IIII II II II T II ° aII ° ° (i___+_..--- 11_11 ° Hanger and Restraint I- -1 o Application ° a • ° -J Clift..u -+ 0 --- Fig.27B a `� �'----`1 /�� ` Restraint f E d (1)Required ..,_.........± .I i II ;;;--r-;% �- _ High Side of Hangerks II III Ia -y- Restraint --gl-- 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 14.8) 35/16" (84.1) 5'-6" (1676) 9 (4.1) 28M-1 1" (25) 21/8" (54.0) 3/18' (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) 31/8" (98.4) 7'-0" (2133) 14 (6.3) 28M-2 2" (50) 25/8 (66.7) 3/16" (4.8) 41/16"(112.7) 8'-0" (2438) 15 (6.8) • Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. El-Line i. Fire Protection Solutions 41 Lne Pipe Clamps Fig. 24 - Hanger for CPVC Plastic Pipe& IPS Steel Pipe** ®TOLCO Double Fastener Strap Side Mounted (B-Line 63183) CuLels Size Range: 3/4"(20mm)thru 2"(50mm)CPVC pipe LISTED Material: Pre-Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom _ of a beam. Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL)to support fire sprinkler piping. May be installed in wood using / + fasteners supplied with product, or into minimum 20 gauge(0.912mm)steel using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of /' NFPA 13, 13R and 13D. „ Features: Fig. 24 incorporates features which protect the pipe and 4 ease installation.The flared edge design protects the CPVC pipe from ' \\ ii', any rough surface. Easily attaches to the building structure using the ( ' �, two UL Listed hex head self threading screws*furnished with the '. product. It is recommended that rechargeable electric drills fitted with 1 a hex socket attachment be used as installation tools. No impact tools (such as a hammer)are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a . pilot hole in wood is required. B Finish: Pre-Galvanized �����.._„ B Order By: Figure number and pipe size �� Ate` * 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" (25) 25/8" (66.7) 15/16" (33.3) 13/16 (30.2) 6 (1.83) 5/16" (7.9) 9 (4.1) 24-11/4 11/4" (32) 3" (76.2) 11/2" (38.1) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) 24-11/2 11/2" (40) 31/4" (82.5) 15/8" (42.3) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 127/32" (43.6) 13/16" (30.2) 8 (2.44) 5/16' (7.9) 15 (6.8) Fig.25- Surge Restrainer us 0 ' o Size Range:—One size fits 3/4" (20mm)thru 2" (40mm) pipe. \ LISTED 2 Material:—Pre-Galvanized Steel \ N 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 ft m bs�-* ':,.,_4,, pipe or CPVC plastic Pipe. Approvals:—Underwriters Laboratories Listed only when used with L band hanger Fig.200, in the USA(UL)and Canada(cUL). Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4" (20mm)thru 2' (40mm). Patent#5,344,108 B-L ■ All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. ne by .N. 38 Fire Protection Solutions AUTOMATIC SPRINKLERS "WN " 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 ai glass ampule as the thermosensitiveelement.Theyfeature economy, aesthetics and low flow. The combination of the 3mm frangible glass ampule and spe- .n cially designed deflector make the Model GL4110 and GL4910 Residential Sprinklers the ultimate in life safety and fire control. r I These Globe Pendent and Recessed Pendent Residential Sprin- I` klers have met the strict requirements of Underwriters Laboratories Inc. as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626,and should be used accordingly. la 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 toshatter. This results in waterdischarge which is distributed in an approved pattern. - -7. 4 ,, 4004" TECHNICAL DATA *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). r� 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 0 Spring - nickel alloy • Seal -teflon *Bulb-glass with alcohol based solution, 3mm size. *Escutcheon Assembly-steel * SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE 1° qac '` 7 - s a 4 < h _a!M I,I' ( 1 vi, ORDINARY s � i RED '1 Irt° io a� $ Wo,, (����G�G i''',--7,— s r (, °T Ii''I�1 4'05 ,,PN INTERMEDIATE �� 75 . 3 "'"u=.1— RESIDENTIAL 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. C-U.L.LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. INSTALLATION DATA 3 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' x 16' 14 G.P.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT 12' x12' 13G.P.M. - 7P.S.1. 14' x14' 14 G.P.M. - 8.2 P.S.I. GL4910 16' x 16' 14 G.P.M. - 8.2 P.S.I. 18'x 18' 18 G.P.M. - 13.5 P.S.I. 20' x 20' 20 G.P.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 , o'..A.- SPECIFY •Quantity ° Model Number ° Style *Orifice ° Temperature ° Finishes desired Quantity-Wrenches- P/N 325390 r` =' 'c=" •Quantity - Recessed Wrenches - P/N 325391 •Quantity-Proctective Caps-P/N 327109-CAP jb•• M,X (Friction Fit Recesed) _ / [ 5/8" MAX. �fGLOBE° PRODUCT WARRANTY _.-z. Globe agrees to repair or replace any of its own �� ��,, manufactured products found to be defective in hal/ nal or workmanship for a period of one year from date of shipment. N , For specific details of our warranty please refer to 1/2"ADJUSTMENT RECESSED PENDENT Price List Terms and Conditions of Sale(Our Price List). 4077AIRPARK DRIVE,STANDISH,MICHIGAN 4$658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com SEPTEMBER 2010 PRINTED U.S.A. BULLETIN GL4110/GL4910,REV.#6 QUICK RESPONSE A UTOMATI C SPRINKLERS L GL SERIES °" �� UPRIGHT PENDENT SPRINKLERFIRE 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. -t71 While the Quick Response Sprinkler provides an aesthetically f gr _ - pleasing appearance, it can be installed wherever standard spray a 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 :' 5 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 '� ow 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) ...., .„..„. „ ,, . ..4.4 , *Water Working Pressure Rating - 175 psi (12 Bars) , WA- *Factory tested hydrostatically to 500 psi (34 Bars) 4 �` � *Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE *Frame - bronze * Deflector- brass * Screw- brass HORIZONTAL LPC/CE *Lodgement Wire - stainless steel * SIDEWALL HORIZONTAL *Bulb seat - copper ® Spring - nickel alloy 0 Seal - teflon SIDEWALL *Bulb - glass with alcohol based solution, 3mm size 'SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY s' ORANGE/RED y% O# 44 INTERMEDIATE _ �' �� ''' 5, YELLOW/GREEN '" _ •` HIGH BLUE ti , 1. F ' .� ---t- ,--A STANDISH,MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT a PENDENT® VERTICAL SIDEWALL HORIZONTAL SIDEWALL 0 CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester 3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester 2,3 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. ' HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD 135°F 155°F 175°F 200°F 286°F cULus FM LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8* LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8` LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALL` 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 GL5627a 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. aINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. ,PENDENT 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 a 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). GL 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 ,f4C, BE,,,,,„. 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com FIRE JUNE 2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 „,,is. QUICK RESPONSE ' Jf"1 AUTOMATIC SPRINKLERS L GL SERIES DRY TYPE FIRE SPRINKLER CORPORATION HORIZONTAL SIDEWALL RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler a t is designed for use in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary ,,,s,:, f horizontal pipe nipples. � � The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler I 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 , '' , Sti,f,wow- :— 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. W Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). • Water Working Pressure Rating - 175 psi (12 Bars). - • Factory tested hydrostatically to 500 psi (34 Bars). 4: Maximum low temperature glass bulb rating is -67°F (-55°C). - - • Frame - bronze Deflector - brass e 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 O 3/4” NPT or 1" NPT 0 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 '�r7/i- '--7 ! ORANGE/RED I' 0 � -re 1 '�., .- „1 � , � i �` E � rte= INTERMEDIATE `;Fl. f► � ix '�° i YELLOW/GREEN ._ AT ° ` TC"' tL 286.5 HIGH ;_ 4 � E BLUE1,- ` VF 11Q _ ; _; 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 . FAX 989-846-9231 JULY 2010 A-58 BULLETIN GL5641, REV. #14 QUICK RESPONSE 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 48" Satin Chromes 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. CU LIS 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. °Recested for light and ordinaryll-hazard M with doved 15 from 4d 200 F ons the ceiling. IMPORTANT INSTALLATION DATA Recessed Horizontal Sidewall-FM Approved 155'F and 200'F only. Horizontal Sidewall-FM Approved 155'F,Zoo°F,and 2s6°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 proper sprinkler head wrench may be used with extreme care for lengths up to approximately 18". Excessive force may distort the frame thus destroying the unit. When installed in a wet system extending into a freezing Ill area see chart on Dry Caution Sheet for minimum exposed ,�- g " Ir barrel length to prevent ice plugs. Please refer to our Dry c-- % Caution sheet for further important installation data. !`L M M r ° ORDERING INFORMATION "" SPECIFY EXTENDED RECESSED °Quantity . Model Number ° Style HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL •Orifice ° Temperature °Finishes desired °Quantity-Wrenches-P/N 333010 � " ' ®Quantity-Recessed Wrenches-P/N 337014 •Quantity-Protective Caps-P/N 327109-CAP(Friction Fit C ill R �: Recessed) •Escutcheons desired ,PE KO BE u.fD� E LA °"A"Dimension-Distance from face of fitting to the finished [ti � ��— ceiling regardless of escutcheon used. �� j3II af �, 4 " " l °' GLOBE' PRODUCT WARRANTY : 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). It AM ' 11.- E Ga. NADv AP 4077 AIRPARK DRIVE,STANDISH, MICHIGAN 48658 FIRE t. #RATIoN989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY2010 PRINTED U.S.A. BULLETIN GL5641, REV.#14 RESIDENTML L AA AUTOMATIC SPRINKLERS MANNIU ' a MODELS GL4110 & GL4910 FIRE SPRINKLER CORPORATIONPENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Model GL4110 and GL4910 Residential Sprinklers have a low profile yet durable design which utilize a 3mm fran- gible glass ampule as the thermosensitive element. They feature economy, aesthetics and low flow. The combination of the 3mm frangible glass ampule and spe- cially designed deflector make the Model GL4110 and GL4910 Residential Sprinklers the ultimate in life safety and fire control. 0i a These Globe Pendent and Recessed Pendent Residential Sprin- 4 j •! klers have met the strict requirements of Underwriters Laboratories °> Inc. as described in the UL Standard for Residential Sprinklers for ' Fire Protection Service, UL 1626, and should be used accordingly. 1 These sprinklers should also be installed in accordance with the ' wV 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 , , •0 the glass to shatter. This results in water discharge which is distrib- A uted in an approved pattern. E ;-of tp h TR' The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. TECHNICAL DATA • See reverse side for Approvals and Specifications. • Temperature Rating - 155°F (68°C), 175°F (79°C) RESIDENTIAL • Water Working Pressure Rating - 175 psi (12 Bars) RECESSED PENDENT • Factory tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating is-67°F (-55°C) • 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 AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM CEILING TEMPERATURES TEMPERATURE ORDINARY !} _ RED INTERMEDIATE YELLOW DEC 2016 GFS-310(Formerly A-1) 4 RESIDENTIAL AUTOMATIC SPRINKLERS MODEL GL 110 & GL4910 PENDENT . RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN NOMINAL THREAD LENGTH FINISHES cULus NYC-DOB MODEL "K"FACTOR SIZE EU MEA 101-92-E GL4110 4.1 (58 metric) Factory Bronze 1/2"NPT 21/2" Chrome X X GL4910 4.9(68 metric) (15mm) (6.4cm) White Polyester2 Black Polyester'2 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. INSTALLATION DATA FOR FLAT AND SLOPED CEILINGS** TEMPERATURE MAX.AREA * * MIN.DISTANCE SIN MODEL STYLE OF COVERAGES MIN. MIN. BETWEEN 155°F 175°F PRESSURE FLOW SPRINKLERS LENGTH x WIDTH (68°C) (79°C) Feet(Meters) PS.I.(bars) G.P.M.(L/min.) Feet(Meters) X X 12(3.7)x 12(3.7) 7.2(.50) 11 (42) GL4110 PENDENT X --- 14(4.3)x 14(4.3) 8.6(.59) 12(45) 8(2.4) RECESSED PENDENT X X 16(4.9)x 16(4.9) 11.7(.81) 14(53) X X 12(3.7)x 12(3.7) 7.0(.48) 13(49) X X 14(4.3)x 14(4.3) 8.2(.57) 14(53) GL4910 PENDENT X X 16(4.9)x 16(4.9) 8.2(.57) 14(53) 8(2.4) RECESSED PENDENT X X 18(5.5)x 18(5.5) 12.0(.83) 17(64) X X 20(6.1)x 20(6.1) 16.7(1.15) 20(76) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. *WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS,A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. **REFER TO PAGE 2 OF GLOBE'S RESIDENTIAL SPRINKLER INSTALLATION GUIDE(BULLETIN R.S.I.G.)FOR NFPA 13D AND 13R REQUIREMENTS. 'FOR COVERAGE AREA DIMENSIONS LESS THAN OR BETWEEN THOSE INDICATED,USE THE MINIMUM REQUIRED FLOW FOR THE NEXT HIGHEST COVERAGE AREA FOR WHICH HYDRAULIC DESIGN CRITERIA ARE STATED. CROSS SECTION ORDERING INFORMATION 215/16"DIA. SPECIFY 2"MIN.DIA. • Quantity•Model Number•Style HOLE IN CEILING Orifice•Temperature•Finishes desired 1 29/32"DIA. p F.--—--1 • Quantity-Wrenches-P/N 325390 '-, 1 1"x 1/2"REDUCER •Quantity-Recessed Wrenches-P/N 325391 • Quantity-Protective Caps- P/N 327109-CAP — -, I CNP 1/8"MIN. • (Friction Fit Recessed) __)Hii 1l , 5/8"MI MAX. 7 %IIFL' II GLOBE®PRODUCT WARRANTY CEILING '� ' t Globe agrees to repair or replace any of its own manufactured RETAINER 4,11_ ' 1"MIN. 1/8„ products found to be defective in material or workmanship for a � 11/2"MAX. period of one year from date of shipment. For specific details of our warranty please refer to Price List 1/2"ADJUSTMENT RECESSED PENDENT Terms and Conditions of Sale(Our Price List). ;, 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 fir' 989-846-4583 FAX 989-846-9231 IRE RlNtC4? 11ttTIO 1-800-248-0278 www.globesprinkler.com DEC 2016 PRINTED U.S.A. GFS-310(Formerly A-1)