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Specifications (31) -- �� RECEIVED WE SUPPORT AND ENCOURAGE NIcET CERTIFICATION et OCT 1 7 2018 r, CITY OF TIGARD BUILDING DIVISION illTo- FIRES co , 1 : I , :`.:::`,AUTOMATIC FIRE PROTECTIO 'Mr% ,' ava n... .aaa,=-a w.n a asaam tuaao _ C Psi HYDRAULIC CALCULATION SUBMITTALS THE FIELDS APARTMENTS BUILDING 5 4',' , 7506 PE 10-11-2018 OREGON vF, co P/1/ 10 .1-O<c" Ry L . 0'� EXPIRATION DATE:12/31/18 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 chWE SUPPORT AND ENODURAGE NICET CERTIFICATION TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CAL CULA TION 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 x .. WYAT T FIRE PROTECTION, INC. 9095 S.W, Burnham Tigard,OR 97223 Fire Hydrant Fire How PROJECT SW 77th PI & SW Hunziker ADDRESS SW 77th Pl. & 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-005 THE FIELDS - I3UILDING 5 Date: Sep-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 83 GPM OD Size Sch 40 Sch 10 C Factor of Pipe 120 1 1.049 Line 1 1 1/4 1.380 1.442 1 1/4 Pipe Size 1.442 SCH Sch 10 Pipe #Fits 1 1/2 1.610 1.682 Ft. of Pipe 12 45 ElI 1 1 2 2.067 2.157 90 ElI 9 3 2 1/2 2.469 2.635 VLV 4 1 3 3.068 3.260 Tot Fits 20 Tee 6 1 4 4.026 4.260 Total 32 6 6.357 Line 2 8 8.249 2 Pipe Size 2.067 SCH Sch 40 Pipe #Fits N/A Ft. of Pipe 5 0 0 Fitting Equivalent Lengths in Feet 0 0 0 45 ElI 90 ElI Tee VLV CV 0 0 1 1 2 5 4 5 Tot Fits 0 0 0 1 1/4 1 3 6 4 7 Total 5 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 Val CV= Check Valve Line 4 2 'Pipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 144.2 eqv ft added for BFP Loss 7.8 PSI @ 83 GPM Friction Loss in 1 1/4 Pipe 0.38 * 32 12.30 line 1 Friction Loss in 2 Pipe 0.07 * 5 0.33 line 2 Friction Loss in 2 Pipe 0.05 * 0 0.00 line 3 Friction Loss in 2 Pipe 0.05 * 144 7.80 line 4 Total Loss 20.43 Total Pressure Required @ Base of Riser 4 + 20 = 24 PSI (Pressure Available at 83 GPM = 104 PSI 1 Remaining Pressure l 80 ! 77% Static 104 Residual 100 Flow 2500 Prepared by Bob Knight, CET III (NICET# 100164) HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:9/10/2018 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 1 Remote Area Location 4TH FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 410 ' Coverage per Sprinkler(ft2) 200 AvAtot, / Number of Calculated Sprinklers 4 .. In-Rack Demand(gpm) 0 77506 PE 10-11-2018 Special Heads OREGON Hose Streams(gpm) 100 vF9ti 10 (12 �, P Total Water Required(incl.Hose Streams) (gpm) 182.8 CRY L . 0 Required Pressure at Source(psi) 76.9 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 354.3 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : SRC Flow(gpm) Pressure(psi) 0 104 2256 100 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) 82.8 InRack Sprinkler Flow(gpm) 0 Other(custom defined) Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.8 Other Required Margin of Safety(%) 0 SRC -Pressure(psi) 78.9 SRC -Flow(gpm) 82.8 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : '1 i . Supply System Demand Add. Out. Hose 1 i l 150 t 140 1 ii ' . i i I � _ f i '. :i i 1 ` -- a--- F 1.1 , ,1 1 r i a x I i a 1 1 ' 1 , 3 ' m � 4 I 1 120 k I 11 1 I t ° ? ' ni _ � I 11 ` 1 I to", .al'iI F"e 1. 1 - € 1 € I `>2 99.515 100 , 'rb;, s -. ...��= ..-t -- .,...-1 ...AI ii t " I (I) 90 1 , r -I.i ' I , 1 i ,„„..,..._„„„ „,_ i , : , Ct. D3 1 , a ° i Y t CD j 1 CL 1 I I "1 ' i # 1 . 50 is 40 ' i 30 °til � I � � � � �; � � � 10 _ �; 0 - cluaunismaiiiisiiiraasummor:imi main rmimmiffamt imut poposa 0 70909000013100200300400 50016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job :THE FIELDS BUILDING 5 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 82.8 76.9 D3 System Demand+Add.Out.Hose 182.8 76.9 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 100.3 27.1 182.8 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi' ) (gpm/ft2) (gpm) (psi) (9Prrt/(t2) (gpm) (Psi) 101 Overhead 200 4.9 0.1 20 16.7 0.113 22.6 21.3 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler 103 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 104 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 1 103 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.01 150 16.7 1296 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 20.01 1.4 1296 36.29 3.8 1 lx(BM.Tee-Run)=1 0.81 150 14.4 1295 36.29 23.8 1.101 1 0.0935 0 1.81 0.2 1295 36.29 20.1 1 lx(BM.Tee-Run)=1 2 150 14.5 1294 36.29 43.9 1.101 1 0.2906 0 3 0.9 1294 36.29 -13.1 1 2x(BM.Tee-Run)=2 11.69 150 15.4 1292 36.29 30.8 1.101 2 0.1507 0 13.69 2.1 1292 36.29 -13.2 1 6x(BM.Tee-Run)=6 49.64 150 17.5 1285 36.29 17.6 1.101 lx(BM.Tee-Br)=5 11 0.0537 0 60.64 3.3 1285 36.29 -3.5 1 lx(BM.Tee-Run)=1 16.7 150 20.7 1266 36.29 14.2 1.101 2x(BM.Tee-Br)=10 11 0.0357 0 27.7 1 1266 36.29 12.6 1 lx(BM.Tee-Br)=5 9.13 150 21.7 0282 27.17 26.7 1.101 5 0.1159 4 14.13 1.6 0282 27.17 -9.2 1 lx(BM.Tee-Br)=5 9.25 150 27.3 0398 17.92 17.5 1.101 5 0.0529 4 14.25 0.8 0398 17.92 -6.9 1 1x(BM.Tee-Br)=5 9.25 150 32.1 1047 8.67 10.6 1.101 5 0.0208 4 14.25 0.3 1047 8.67 -4.1 1 2x(B M.Tee-Run)=2 16.7 150 36.4 1050 8.67 6.5 1.101 lx(BM.Tee-Br)=5 7 0.0085 0 23.7 0.2 1050 8.67 -1.2 1 2x(B M.Tee-Run)=2 9.5 150 36.6 1067 8.67 5.3 1.101 2 0.0057 0 11.5 0.1 1067 8.67 -1.3 1 2x(B M.Tee-Run)=2 6.46 150 36.6 0891 8.67 4 1.101 2 0.0035 0 8.46 0.0 0891 8.67 -0.7 1 3x(BM.Tee-Run)=3 37.18 150 36.7 0894 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0894 8.67 6.6 1 3x(BM.Tee-Run)=3 24.14 150 36.8 0898 8.67 9.9 1.101 3 0.0183 0 27.14 0.5 0898 8.67 -2.2 1 lx(BM.Tee-Br)=5 6.46 150 37.3 0911 8.67 7.6 1.101 lx(BM.Tee-Run)=1 6 0.0114 0 12.46 0.1 0911 8.67 -1.7 1 18x(BM.Tee-Run)=18 122.39 150 37.4 0565 8.67 6 1.101 2x(BM.Tee-Br)=10 48 0.0072 0 4x(BM.90)=20 170.39 1.2 File:C:ADWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/PsiY) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 1 0565 8.67 18.6 1 lx(BM.Tee-Run)=1 6.46 150 38.7 0569 8.67 24.6 1.101 1 0.0996 0 7.46 0.7 0569 8.67 12.9 1 lx(BM.Tee-Run)=1 7.58 150 39.4 0570 8.67 37.6 1.101 1 0.2176 0 8.58 1.9 0570 8.67 -16.7 12x(BM.Tee-Run)=2 9.54 150 41.3 0575 8.67 20.9 1.101 2 0.0733 0 11.54 0.8 0575 8.67 -5 1 6x(BM.Tee-Run)=6 34.77 150 42.1 0593 8.67 15.9 1.101 2x(BM.Tee-Br)=10 36 0.0444 0 4x(BM.90)=20 70.77 3.1 0593 8.67 16.7 1 lx(BM.Tee-Run)=1 5.94 150 45.3 0592 8.67 32.6 1.101 1 0.1674 0 6.94 1.2 0592 8.67 50.2 1.25 lx(coupling)=1.59 26.75 150 46.4 0636 8.67 82.8 1.394 3x(BM.Tee-Run)=3 16.59 0.298 0 2x(BM.90)=12 43.34 12.9 0636 8.67 0 2 lx(coupling)=1.23 3.95 120 59.3 FS-0 5.42 82.8 2.157 lx(us.Tee-Br)=12.31 13.54 0.0538 1.4 17.49 0.9 FS-O 5.42 0 2 1 0 61.7 Flow Switch FS-I 5.33 82.8 0 0 3 0.0 1 3 FS-I 5.33 0 2 1x(coupling)=1.23 1.23 120 64.7 BFP-O 3.21 82.8 2.157 1.23 0.0538 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 65.8 Ames3000SM BFP-I 1.33 82.8 0 0 4.1478 0.81 1.88 7.8 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 74.4 RC 1.17 82.8 2.067 1 0.0662 0.1 2.1 0.1 RC 1.17 0 4lx(coupling)=1.320.17 120 74.6 FF 1 82.8 4.26 1.32 0.002 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 74.6 0648 -3.75 82.8 4.3 18.33 0.0014 2.1 23.08 0.0 0648 -3.75 0 4 lx(coupling)=1.94 103.53 150 76.7 0650-0 -3.75 82.8 4.24lx(us.90)=19.43 21.37 0.0013 0 124.91 0.2 0650-0 -3.75 0 4 0.75 0 76.9 Gate A2360 0650-I -3.75 82.8 0 0 0.0068 0 0.75 0 0650-I -3.75 0 4 1.41 150 76.9 SRC -3.75 82.8 4.24 0 0.0013 0 1.41 0 SRC 76.9 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 104 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.46 150 16.7 1297 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.46 1.3 1297 36.29 -3.8 1 13x(BM.Tee-Run)=13 108.63 150 14.3 0020 36.29 16.3 1.101 lx(BM.Tee-Br)=5 38 0.0461 0 4x(BM.90)=20 146.63 6.8 0020 36.29 0.0 1 1x(B M.Tee-Run)=1 12.11 150 21.1 0015 36.29 16.2 1.101 2x(BM.Tee-Br)=10 11 0.046 0 23.11 1.1 0015 36.29 10 1 lx(BM.Tee-Br)=5 9.13 150 22.2 0135 27.17 26.3 1.101 5 0.1122 4 14.13 1.6 0135 27.17 -4.6 1 lx(BM.Tee-Run)=1 9.25 150 27.7 0449 17.92 21.6 1.101 1 0.0784 4 10.25 0.8 0449 17.92 -4.7 1 lx(BM.Tee-Br)=5 9.25 150 32.5 0558 8.67 17 1.101 5 0.05 4 14.25 0.7 0558 8.67 -2.3 1 2x(BM.Tee-Run)=2 12.11 150 37.2 0563 8.67 14.7 1.101 lx(BM.Tee-Br)=5 7 0.0383 0 19.11 0.7 0563 8.67 3.9 1 2x(BM.Tee-Run)=2 9.5 150 38 0565 8.67 18.6 1.101 2 0.0595 0 11.5 0.7 0565 38.7 Path No: 3 102 27.79 4.9 20.1 1 1x(BM.Tee-Br)=5 10.55 150 16.8 1295 36.29 20.1 1.101 lx(BM.90)=5 10 0.0684 -3.7 20.55 1.4 1295 14.5 Path No: 4 101 27.79 4.9 22.6 1 lx(BM.Tee-Br)=5 13.52 150 21.3 0002 36.29 22.6 1.101 lx(BM.90)=5 10 0.0851 -3.7 23.52 2 0002 36.29 -10 1 5x(BM.Tee-Run)=5 63.63 150 19.6 1266 36.29 12.6 1.101 1x(BM.Tee-Br)=5 10 0.0287 0 73.63 2.1 1266 21.7 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 5 1294 36.29 0 1 17x(BM.Tee-Run)=17 131.89 150 15.4 0022 36.29 13.1 1.101 2x(BM.Tee-Br)=10 52 0.0309 0 5x(BM.90)=25 183.89 5.7 0022 36.29 0.0 1 lx(BM.Tee-Run)=1 6.46 150 21.1 0026 36.29 13.1 1.101 1 0.0311 0 7.46 0.2 0026 36.29 -2.1 1 2x(BM.Tee-Run)=2 7.58 150 21.3 0031 36.29 11.1 1.101 2 0.0227 0 9.58 0.2 0031 36.29 2.7 1 2x(BM.Tee-Run)=2 9.54 150 21.6 0036 36.29 13.8 1.101 2 0.0342 0 11.54 0.4 0036 36.29 -0.6 1 3x(B M.Tee-Run)=3 35.03 150 22 0052 36.29 13.2 1.101 2x(BM.Tee-Br)=10 33 0.0315 0 4x(BM.90)=20 68.03 2.1 0052 36.29 4.8 1 lx(BM.Tee-Run)=1 9.13 150 24.1 0712 27.17 18.1 1.101 1 0.0561 4 10.13 0.6 0712 27.17 11.5 1 1x(B M.Tee-Run)=1 9.25 150 28.6 0651 17.92 29.6 1.101 1 0.1401 4 10.25 1.4 0651 17.92 15.6 1 lx(BM.Tee-Br)=5 9.25 150 34.1 0591 8.67 45.2 1.101 5 0.3069 4 14.25 4.4 0591 8.67 5 1 lx(BM.Tee-Br)=5 5.67 150 42.4 0592 8.67 50.2 1.101 5 0.3721 0 10.67 4 0592 46.4 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 6 1292 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 17.5 1378 36.29 13.2 1.101 2x(BM.Tee-Br)=10 44 0.0312 0 5x(BM.90)=25 105.14 3.3 1378 36.29 3.5 1 2x(BM.Tee-Run)=2 6.46 150 20.8 1382 36.29 16.6 1.101 2 0.0482 0 8.46 0.4 1382 36.29 -2.5 1 3x(BM.Tee-Run)=3 7.13 150 21.2 1452 36.29 14.2 1.101 3 0.0358 0 10.13 0.4 1452 36.29 1.8 1 2x(BM.Tee-Run)=2 7.95 150 21.5 1459 36.29 15.9 1.101 2 0.0446 0 9.95 0.4 1459 36.29 0.6 1 2x(BM.Tee-Run)=2 18.75 150 22 0092 36.29 16.5 1.101 lx(BM.Tee-Br)=5 7 0.0477 0 25.75 1.2 0092 36.29 -4.8 1 1x(BM.Tee-Run)=1 10.1 150 23.2 0094 27.17 11.7 1.101 lx(BM.Tee-Br)=5 11 0.0252 4 lx(BM.90)=5 21.1 0.5 0094 27.17 2.3 1 1x(BM.Tee-Br)=5 9.25 150 27.7 1089 17.92 14 1.101 5 0.0351 4 14.25 0.5 1089 17.92 -4 1 lx(BM.Tee-8r)=5 9.25 150 32.2 0827 8.67 10 1.101 5 0.0188 4 14.25 0.3 0827 8.67 -4 1 2x(BM.Tee-Run)=2 17.77 150 36.5 0831 8.67 6 1.101 lx(BM.Tee-Br)=5 7 0.0072 0 24.77 0.2 0831 8.67 -2.8 1 17x(BM.Tee-Run)=17 122.95 150 36.7 0791 8.67 3.1 1.101 2x(BM.Tee-Br)=10 47 0.0022 0 4x(BM.90)=20 169.95 0.4 0791 8.67 4 1 2x(BM.Tee-Run)=2 7.95 150 37 0784 8.67 7.2 1.101 2 0.0101 0 9.95 0.1 0784 8.67 3.6 l lx(BM.Tee-Br)=5 7.13 150 37.1 0783 8.67 10.7 1.101 5 0.0214 0 12.13 0.3 0783 8.67 2.2 1 3x(BM.Tee-Run)=3 58.74 150 37.4 0569 8.67 12.9 1.101 1x(BM.Tee-Br)=5 8 0.0302 0 66.74 2 0569 39.4 Path No: 7 1285 36.29 0 1 2x(BM.Tee-Run)=2 9.5 150 20.7 1378 36.29 3.5 1.101 2 0.0027 0 11.5 0.0 1378 20.8 File:C:\DWGV-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 8 0282 27.17 0 1 2x(BM.Tee-Run)=2 16.7 150 27.3 0285 27.17 5.7 1.101 lx(BM.Tee-Br)=5 7 0.0067 0 23.7 0.2 0285 27.17 -0.8 1 2x(BM.Tee-Run)=2 9.5 150 27.5 0302 27.17 4.9 1.101 2 0.0051 0 11.5 0.1 0302 27.17 0.1 12x(BM.Tee-Run)=2 6.46 150 27.5 0316 27.17 5.1 1.101 2 0.0053 0 8.46 0.0 0316 27.17 -0.1 1 2x(BM.Tee-Run)=2 7.13 150 27.6 0322 27.17 5 1.101 2 0.0051 0 9.13 0.0 0322 27.17 -1.3 1 2x(BM.Tee-Run)=2 7.95 150 27.6 0356 27.17 3.6 1.101 2 0.0029 0 9.95 0.0 0356 27.17 -1 1 2x(BM.Tee-Run)=2 17.77 150 27.7 0094 27.17 2.6 1.101 lx(BM.Tee-Br)=5 7 0.0016 0 24.77 0.0 0094 27.17 -2.3 1 12x(BM.Tee-Run)=12 119.2 150 27.7 0111 27.17 0.3 1.101 5x(BM.90)=25 37 0.0000 0 156.2 0 0111 27.17 1 1 2x(BM.Tee-Run)=2 7.95 150 27.7 0118 27.17 1.3 1.101 2 0.0004 0 9.95 0 0118 27.17 1.3 1 lx(BM.Tee-Br)=5 7.13 150 27.7 0119 27.17 2.7 1.101 5 0.0016 0 12.13 0.0 0119 27.17 1.3 1 3x(BM.Tee-Run)=3 58.74 150 27.7 0124 27.17 3.9 1.101 lx(BM.Tee-Br)=5 8 0.0034 0 66.74 0.2 0124 27.17 7.6 1 lx(BM.Tee-Run)=1 7.58 150 27.9 0724 27.17 11.5 1.101 1 0.0245 0 8.58 0.2 0724 27.17 -3.9 1 2x(BM.Tee-Run)=2 9.54 150 28.2 0722 27.17 7.7 1.101 2 0.0115 0 11.54 0.1 0722 27.17 -2.9 1 3x(BM.Tee-Run)=3 35.03 150 28.3 0712 27.17 4.8 1.101 2x(BM.Tee-Br)=10 33 0.0048 0 4x(BM.90)=20 68.03 0.3 0712 28.6 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 9 0282 27.17 0 1 5x(BM.Tee-Run)=5 34.36 150 27.3 0261 27.17 3.5 1.101 lx(BM.Tee-Br)=5 30 0.0027 0 4x(BM.90)=20 64.36 0.2 0261 27.17 0.8 1 2x(BM.Tee-Run)=2 9.5 150 27.5 0258 27.17 4.3 1.101 2 0.0039 0 11.5 0.0 0258 27.17 -0.1 1 lx(BM.Tee-Run)=1 6.46 150 27.5 0255 27.17 4.2 1.101 lx(BM.Tee-Br)=5 6 0.0037 0 12.46 0.0 0255 27.17 0.1 1 3x(BM.Tee-Run)=3 24.14 150 27.6 0239 27.17 4.3 1.101 3 0.0039 0 27.14 0.1 0239 27.17 -1.3 1 lx(BM.Tee-Run)=1 6.46 150 27.7 0211 27.17 3 1.101 lx(BM.Tee-Br)=5 6 0.002 0 12.46 0.0 0211 27.17 -1 1 17x(BM.Tee-Run)=17 122.39 150 27.7 0125 27.17 1.9 1.101 2x(BM.Tee-Br)=10 47 0.0009 0 4x(BM.90)=20 169.39 0.2 0125 27.17 5.7 1 lx(BM.Tee-Run)=1 6.46 150 27.9 0124 27.17 7.6 1.101 1 0.0113 0 7.46 0.1 0124 27.9 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 10 0398 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 32.1 1167 17.92 4.3 1.101 lx(BM.Tee-Br)=5 7 0.0039 0 23.7 0.1 1167 17.92 -0.7 1 2x(BM.Tee-Run)=2 9.5 150 32.2 1153 17.92 3.6 1.101 2 0.0028 0 11.5 0.0 1153 17.92 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 32.2 1147 17.92 3.1 1.101 2 0.0021 0 8.46 0.0 1147 17.92 -1.5 1 3x(BM.Tee-Run)=3 37.18 150 32.2 0418 17.92 1.6 1.101 lx(BM.Tee-Br)=5 8 0.0006 0 45.18 0.0 0418 17.92 3.9 1 2x(BM.Tee-Run)=2 24.14 150 32.2 0422 17.92 5.5 1.101 1x(BM.Tee-Br)=5 7 0.0061 0 31.14 0.2 0422 17.92 -0.3 1 lx(BM.Tee-Run)=1 6.46 150 32.4 0527 17.92 5.2 1.101 1 0.0056 0 7.46 0.0 0527 17.92 -2.5 1 16x(BM.Tee-Run)=16 122.39 150 32.5 0439 17.92 2.7 1.101 2x(BM.Tee-Br)=10 46 0.0016 0 4x(BM.90)=20 168.39 0.3 0439 17.92 7.2 1 lx(BM.Tee-Run)=1 6.46 150 32.8 0438 17.92 9.9 1.101 1 0.0183 0 7.46 0.1 0438 17.92 5.7 1 lx(BM.Tee-Run)=1 7.58 150 32.9 0663 17.92 15.6 1.101 1 0.0428 0 8.58 0.4 0663 17.92 -5.2 1 2x(BM.Tee-Run)=2 9.54 150 33.3 0661 17.92 10.4 1.101 2 0.0201 0 11.54 0.2 0661 17.92 -3.9 1 3x(BM.Tee-Run)=3 35.03 150 33.5 0651 17.92 6.5 1.101 2x(BM.Tee-Br)=10 33 0.0084 0 4x(BM.90)=20 68.03 0.6 0651 34.1 Path No: 11 0398 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 32.1 0412 17.92 2.6 1.101 1x(BM.Tee-Br)=5 30 0.0016 0 4x(BM.90)=20 64.36 0.1 0412 17.92 0.7 1 2x(BM,Tee-Run)=2 9.5 150 32.2 0415 17.92 3.3 1.101 2 0.0025 0 11.5 0.0 0415 17.92 0.5 1 lx(BM.Tee-Run)=1 6.46 150 32.2 0418 17.92 3.9 1.101 lx(BM.Tee-Br)=5 6 0.0032 0 12.46 0.0 0418 32.2 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 12 1047 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 36.4 1026 8.67 4.1 1.101 lx(BM.Tee-Br)=5 30 0.0036 0 4x(BM.90)=20 64.36 0.2 1026 8.67 1.2 1 2x(BM.Tee-Run)=2 9.5 150 36.6 1023 8.67 5.3 1.101 2 0.0058 0 11.5 0.1 1023 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 36.7 0894 8.67 6.6 1.101 lx(BM.Tee-Br)=5 6 0.0086 0 12.46 0.1 0894 36.8 Path No: 13 1050 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 36.6 1026 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1026 36.6 Path No: 14 1067 8.67 0 16x(BM.Tee-Run)=6 39.18 150 36.6 1023 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1023 36.7 Path No: 15 0891 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 36.7 0866 8.67 0.7 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0866 8.67 2.8 1 12x(BM.Tee-Run)=12 122.95 150 36.7 0784 8.67 3.6 1.101 lx(BM.Tee-Br)=5 37 0.0028 0 4x(BM.90)=20 159.95 0.4 0784 37.1 Path No: 16 0898 8.67 0 1 4x(BM.Tee-Run)=4 62.96 150 37.3 0783 8.67 2.2 1.101 4x(BM.90)=20 24 0.0012 0 86.96 0.1 0783 37.4 Path No: 17 0911 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 37.4 0943 8.67 1.7 1.101 lx(BM.Tee-Br)=5 7 0.0007 0 16.5 0.0 0943 8.67 2.3 1 15x(BM.Tee-Run)=15 120.36 150 37.4 0563 8.67 3.9 1.101 lx(BM.Tee-Br)=5 40 0.0034 0 4x(BM.90)=20 160.36 0.5 0563 38 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 18 0570 8.67 0 1 8x(BM.Tee-Run)=8 44.31 150 41.3 0593 8.67 16.7 1.101 2x(BM.Tee-Br)=10 38 0.0484 0 4x(BM.90)=20 82.31 4 0593 45.3 Path No: 19 0575 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 42.1 0591 8.67 5 1.101 4x(BM.90)=20 29 0.0051 0 lx(BM.Tee-Br)=5 64.03 0.3 0591 42.4 Path No: 20 1297 36.29 0 1 lx(BM.Tee-Run)=1 10.26 150 14.3 1296 36.29 3.8 1.101 1 0.0031 0 11.26 0.0 1296 14.4 Path No: 21 0020 36.29 0 1 2x(BM.Tee-Run)=2 9.5 150 21.1 0022 36.29 0.0 1.101 2 0 0 11.5 0 0022 21.1 Path No: 22 0135 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 27.7 0130 27.17 4.3 1.101 lx(BM.Tee-Br)=5 7 0.004 0 19.11 0.1 0130 27.17 1.3 1 2x(BM.Tee-Run)=2 9.5 150 27.8 0125 27.17 5.7 1.101 2 0.0065 0 11.5 0.1 0125 27.9 Path No: 23 0135 27.17 0 1 lx(BM.Tee-Br)=5 120.13 150 27.7 0172 27.17 0.3 1.101 10x(BM.Tee-Run)=10 40 0.0000 0 5x(BM.90)=25 160.13 0 0172 27.17 1 1 16x(BM.Tee-Run)=16 120.36 150 27.7 0130 27.17 1.3 1.101 lx(BM.Tee-Br)=5 41 0.0004 0 4x(BM.90)=20 161.36 0.1 0130 27.8 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 24 0449 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 32.5 0444 17.92 5.4 1.101 lx(BM.Tee-Br)=5 7 0.0059 0 19.11 0.1 0444 17.92 1.8 1 2x(BM.Tee-Run)=2 9.5 150 32.6 0439 17.92 7.2 1.101 2 0.0102 0 11.5 0.1 0439 32.8 Path No: 25 0558 8.67 0 1 lx(BM.Tee-Br)=5 120.13 150 37.2 0943 8.67 2.3 1.101 10x(BM.Tee-Run)=10 40 0.0012 0 5x(BM.90)=25 160.13 0.2 0943 37.4 Path No: 26 0002 36.29 0 1 8x(BM.Tee-Run)=8 102.45 150 19.6 0015 36.29 10 1.101 lx(BM.Tee-Br)=5 33 0.0189 0 4x(BM.90)=20 135.45 2.6 0015 22.2 Path No: 27 0026 36.29 0 1 3x(BM.Tee-Run)=3 45.8 150 21.3 1395 36.29 2.1 1.101 2x(BM.Tee-Br)=10 13 0.001 0 58.8 0.1 1395 36.29 0.7 1 7x(BM.Tee-Run)=7 55.39 150 21.4 0031 36.29 2.7 1.101 2x(BM.Tee-Br)=10 37 0.0017 0 4x(BM.90)=20 92.39 0.2 0031 21.6 Path No: 28 0036 36.29 0 1 22x(BM.Tee-Run)=22 187.07 150 22 1459 36.29 0.6 1.101 4x(BM.Tee-Br)=20 82 0.0001 0 8x(BM.90)=40 269.07 0.0 1459 22 Path No: 29 1382 36.29 0 1 8x(BM.Tee-Run)=8 124.28 150 21.2 1394 36.29 2.5 1.101 4x(BM.90)=20 33 0.0014 0 lx(BM.Tee-Br)=5 157.28 0.2 1394 36.29 -0.7 1 17x(BM.Tee-Run)=17 130.07 150 21.4 1452 36.29 1.8 1.101 2x(BM.Tee-Br)=10 52 0.0008 0 5x(BM.90)=25 182.07 0.1 1452 21.5 Path No: 30 0092 36.29 0 1 12x(BM.Tee-Run)=12 145.17 150 23.2 0052 36.29 4.8 1.101 lx(BM.Tee-Br)=5 37 0.0049 0 4x(BM.90)=20 182.17 0.9 0052 24.1 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 31 1089 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 32.2 1188 17.92 2.1 1.101 1x(BM.Tee-Br)=5 7 0.001 0 24.77 0.0 1188 17.92 -0.4 1 16x(BM.Tee-Run)=16 122.95 150 32.2 1106 17.92 1.7 1.101 2x(BM.Tee-Br)=10 46 0.0007 0 4x(BM.90)=20 168.95 0.1 1106 17.92 1.9 1 2x(BM.Tee-Run)=2 7.95 150 32.3 1113 17.92 3.6 1.101 2 0.0028 0 9.95 0.0 1113 17.92 1.9 1 lx(BM.Tee-Br)=5 7.13 150 32.4 0431 17.92 5.5 1.101 5 0.0061 0 12.13 0.1 0431 17.92 0.3 13x(BM.Tee-Run)=3 58.74 150 32.4 0438 17.92 5.7 1.101 lx(BM.Tee-Br)=5 8 0.0067 0 66.74 0.4 0438 32.9 Path No: 32 1089 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 32.2 1106 17.92 1.9 1.101 5x(BM.90)=25 37 0.0009 0 156.2 0.1 1106 32.3 Path No: 33 0827 8.67 0 1 12x(BM.Tee-Run)=12 119.2 150 36.5 0791 8.67 4 1.101 5x(BM.90)=25 37 0.0035 0 156.2 0.5 0791 37 Path No: 34 0831 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 36.7 0866 8.67 2.8 1.101 lx(BM.Tee-Br)=5 6 0.0018 0 13.95 0.0 0866 36.7 Path No: 35 0285 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 27.5 0261 27.17 0.8 1.101 2x(BM.Tee-Br)=10 36 0.0002 0 4x(BM.90)=20 75.18 0.0 0261 27.5 Path No: 36 0316 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 27.6 0255 27.17 0.1 1.101 lx(BM.Tee-Br)=5 7 0 0 44.18 0 0255 27.6 File:C.'\DWG\--Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 37 0322 27.17 0 1 17x(8M.Tee-Run)=17 122.95 150 27.6 0118 27.17 1.3 1.101 2x(BM.Tee-Br)=10 47 0.0005 0 4x(BM.90)=20 169.95 0.1 - 0118 27.7 Path No: 38 0356 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 27.7 0111 27.17 1 1.101 2x(BM.Tee-Br)=10 46 0.0003 0 4x(BM.90)=20 168.95 0.0 0111 27.7 Path No: 39 0724 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 28.2 0741 27.17 3.9 1.101 2x(BM.Tee-Br)=10 38 0.0032 0 4x(BM.90)=20 82.31 0.3 0741 27.17 2.9 1 2x(BM.Tee-Br)=10 11.61 150 28.4 0712 27.17 6.7 1.101 10 0.0091 0 21.61 0.2 0712 28.6 Path No: 40 0722 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 28.3 0741 27.17 2.9 1.101 2x(BM.Tee-Br)=10 36 0.0019 0 4x(BM.90)=20 70.77 0.1 0741 28.4 Path No: 41 0258 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 27.5 0302 27.17 0.1 1.101 2x(BM.Tee-Br)=10 36 0 0 4x(BM.90)=20 75.18 0 0302 27.5 Path No: 42 0239 27.17 0 1 4x(BM.Tee-Run)=4 62.96 150 27.7 0119 27.17 1.3 1.101 4x(BM.90)=20 24 0.0004 0 86.96 0.0 - 0119 27.7 Path No: 43 0211 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 27.7 0172 27.17 1 1.101 lx(BM.Tee-Br)=5 7 0.0003 0 16.5 0 0172 27.7 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 44 1167 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 32.2 0412 17.92 0.7 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0.0 0412 32.2 Path No: 45 1153 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 32.2 0415 17.92 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0415 32.2 Path No: 46 1147 17.92 0 1 lx(B M.Tee-Run)=1 7.13 150 32.2 1145 17.92 1.5 1.101 lx(BM.Tee-Br)=5 6 0.0005 0 13.13 0 1145 17.92 0.4 1 17x(BM.Tee-Run)=17 122.95 150 32.2 1113 17.92 1.9 1.101 lx(BM.Tee-Br)=5 42 0.0009 0 4x(BM.90)=20 164.95 0.1 1113 32.4 Path No: 47 0422 17.92 0 1 3x(BM.Tee-Run)=3 62.96 150 32.4 0431 17.92 0.3 1.101 lx(BM.Tee-Br)=5 28 0.0000 0 - 4x(BM.90)=20 90.96 0 0431 32.4 Path No: 48 0527 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 32.5 0486 17.92 2.5 1.101 3 0.0015 0 12.5 0.0 0486 17.92 -0.7 1 17x(BM.Tee-Run)=17 120.36 150 32.5 0444 17.92 1.8 1.101 2x(BM.Tee-Br)=10 47 0.0008 0 4x(BM.90)=20 167.36 0.1 0444 32.6 Path No: 49 0663 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 33.3 0680 17.92 5.2 1.101 2x(BM.Tee-Br)=10 38 0.0056 0 4x(BM.90)=20 82.31 0.5 0680 17.92 3.9 1 2x(BM.Tee-Br)=10 11.61 150 33.7 0651 17.92 9.1 1.101 10 0.0158 0 21.61 0.3 0651 34.1 Path No: 50 0661 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 33.5 0680 17.92 3.9 1.101 2x(BM.Tee-Br)=10 36 0.0033 0 4x(BM.90)=20 70.77 0.2 0680 33.7 File:C:\DWGUUFirestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 51 1394 36.29 0 1 lx(BM.Tee-Br)=5 12.94 150 21.4 1395 36.29 0.7 1.101 5 0.0001 0 17.94 0 1395 21.4 Path No: 52 1188 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 32.2 1145 17.92 0.4 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.95 0 1145 32.2 Path No: 53 0486 17.92 0 1 llx(BM.Tee-Run)=11 120.13 150 32.5 0449 17.92 0.7 1.101 5x(8M.90)=25 36 0.0001 0 156.13 0.0 0449 32.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.4 ft/s occurs in the following pipe(s): (0636-0592) File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC -41111111 04 psi @ 182.8 gpm(82.8 gpm+100 gpm add.out.hose) 105- • 95 90 85 80 75_ 01 70 67 65; 60 CO 55 1- 50 0- 45 35 30 25 20 15 10 5 A._ ,11 0 0 0 0 0 0 0 0 '0 ,0 S 00 01 0 Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 2175(Ames3000SM1, Size = 2) 18 A: 17.8 16.8_ 15.8 14.8-_ 13.8_ 12.8 11.8 cic 10.8 ,„0 7.8 psi 0 82.8 gpm , 6.8 5.8 3.8_ 2.8 1.8 4 0.8 1 rl 6,1 Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright()2002-2012 Tyco Fire Protection Products Page 20 Job :THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2176 (Flow Switch, Size = 2) 3 psi g 82.8 gpm 2.8là CO 0. 1.8 a: 1.3 0.8 03 -8 fl Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2177 (Gate A2360, Size = 4) 0. C) 1.046 Co 0.546 0 psi @ 82.8 gpm 0.046 11 Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 21 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:9/10/2018 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) 462 Coverage per Sprinkler(ft2) 200 if Number of Calculated Sprinklers 4 001.7\\G i j In-Rack Demand(gpm) 0 r 77506 PE Special Heads 10-11-2018 OREGON � v Hose Streams(gpm) 100 9� ()O F• /0 �P� Total Water Required (incl.Hose Streams) (gpm) 182.5 Ry L 0 Required Pressure at Source(psi) 85.5 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 354 gal Water Supply Information Date 5/4/18 Location S ITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (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) 82.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.5 Other Required Margin of Safety(%) 0 SRC -Pressure(psi) 85.5 SRC -Flow(gpm) 82.5 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 2 Supply System Demand f Add. Out. Hose l 150 .._ 140 i .., t-.1= .v::. j .. 130 120 111 2 099515 100 ---.-r-.� D3 ° g �, �- i ,r t k t - a lac 80 . , L. # 1 i N 70 _ 11 3 III € 9 50 :111 ` 40 1,..'„i. 1 , �- i III it 1 1 t i 2 D1 €f-r I 10 :` E 1 I [ :i I _ 0 7080900001010C200300400 50016001700180019002000 2100 2200 2300 24011 M Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job :THE FIELDS BUILDING 5 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 82.5 85.5 D3 System Demand+Add.Out.Hose 182.5 85.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 93.3 18.5 182.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (it') (gpm/Psi1/2) (gpm/ft2) (gpm) (psi) (gprrt/ft2) (gpm) (Psi) 201 Overhead 200 4.9 0.1 20 16.7 0.104 20.8 18 Sprinkler 202 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 203 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.108 21.6 19.5 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/Psil/2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 1 203 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.17 150 16.7 1387 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.17 1.3 1387 36.29 -0.1 1lx(BM.Tee-Run)=1 23.33 150 14.3 1392 36.29 19.9 1.101 4x(BM.90)=20 21 0.0671 0 44.33 3 1392 36.29 21.6 12x(BM.Tee-Run)=2 23.47 150 17.3 1394 36.29 41.5 1.101 2 0.262 0 25.47 6.7 1394 36.29 -10.9 1 lx(BM.Tee-Run)=1 12.94 150 24 1395 36.29 30.6 1.101 1 0.1494 0 13.94 2.1 1395 36.29 -12.9 1 3x(BM.Tee-Run)=3 45.8 150 26 0026 36.29 17.8 1.101 lx(BM.Tee-Br)=5 8 0.0544 0 53.8 2.9 0026 36.29 -0.8 1 lx(BM.Tee-Run)=1 6.46 150 29 0022 36.29 17 1.101 1 0.0502 0 7.46 0.4 0022 36.29 0.1 1 2x(BM.Tee-Run)=2 9.5 150 29.3 0020 36.29 17.1 1.101 2 0.0509 0 11.5 0.6 0020 36.29 4.1 1 lx(BM.Tee-Run)=1 12.11 150 29.9 0015 36.29 21.2 1.101 2x(BM.Tee-Br)=10 11 0.0757 0 23.11 1.7 0015 36.29 2.9 1 lx(BM.Tee-Run)=1 9.13 150 31.7 0135 27.17 24.1 1.101 1 0.0961 4 10.13 1 0135 27.17 -2.9 1 lx(BM.Tee-Run)=1 9.25 150 36.6 0449 17.92 21.2 1.101 1 0.0757 4 10.25 0.8 0449 17.92 -4.3 l lx(BM.Tee-Br)=5 9.25 150 41.4 0558 8.67 16.9 1.101 5 0.0495 4 14.25 0.7 0558 8.67 -2.3 1 2x(BM.Tee-Run)=2 12.11 150 46.1 0563 8.67 14.6 1.101 lx(BM.Tee-Br)=5 7 0.0377 0 19.11 0.7 0563 8.67 3.9 1 2x(BM.Tee-Run)=2 9.5 150 46.8 0565 8.67 18.4 1.101 2 0.0583 0 11.5 0.7 0565 8.67 5.9 1 lx(BM.Tee-Run)=1 6.46 150 47.5 0569 8.67 24.3 1.101 1 0.0973 0 7.46 0.7 0569 8.67 12.7 1 lx(BM.Tee-Run)=1 7.58 150 48.2 0570 8.67 37.1 1.101 1 0.2123 0 8.58 1.8 0570 8.67 -16.5 1 2x(BM.Tee-Run)=2 9.54 150 50 0575 8.67 20.5 1.101 2 0.071 0 11.54 0.8 File:C:\DWG\-Firestop\The Fields\BLD 51The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0575 8.67 -4.7 1 6x(BM.Tee-Run)=6 34.77 150 50.9 0593 8.67 15.8 1.1012x(BM.Tee-Br)=10 36 0.0439 0 4x(BM.90)=20 70.77 3.1 0593 8.67 16.5 1 1x(BM.Tee-Run)=1 5.94 150 54 0592 8.67 32.4 1.101 1 0.1653 0 6.94 1.1 0592 8.67 50.1 1.25 lx(coupling)=1.59 26.75 150 55.1 0636 8.67 82.5 1.394 3x(BM.Tee-Run)=3 16.59 0.296 0 2x(BM.90)=12 43.34 12.8 0636 8.67 0 2 lx(coupling)=1.23 3.95 120 67.9 FS-O 5.42 82.5 2.157 lx(us.Tee-Br)=12.31 13.54 0.0534 1.4 17.49 0.9 FS-O 5.42 0 2 1 0 70.3 Flow Switch FS-I 5.33 82.5 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 73.3 BFP-0 3.21 82.5 2.157 1.23 0.0534 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 74.4 Ames3000SM BFP-I 1.33 82.5 0 0 4.1422 0.81 1.88 7.8 BFP-I 1.33 0 2 1x(coupling)=1 1.1 120 83 RC 1.17 82.5 2.067 1 0.0657 0.1 2.1 0.1 RC 1.17 0 4 1x(coupling)=1,32 0.17 120 83.2 FF 1 82.5 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 83.2 0648 -3.75 82.5 4.3 18.33 0.0014 2.1 23.08 0.0 0648 -3.75 0 4 lx(coupling)=1.94 103.53 150 85.3 0650-0 -3.75 82.5 4.24 lx(us.90)=19.43 21.37 0.0013 0 124.91 0.2 0650-0 -3.75 0 4 0.75 0 85.5 Gate A2360 0650-I -3.75 82.5 0 0 0.0068 0 0.75 0 0650-I -3.75 0 4 1.41 150 85.5 SRC -3.75 82.5 4.24 0 0.0013 0 1.41 0 SRC 85.5 File:C:\DWG\'-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 2 202 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.17 150 16.7 1386 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.17 1.3 1386 36.29 0.1 1 lx(BM.Tee-Run)=1 19 150 14.3 1385 36.29 20.2 1.101 1 0.0688 0 20 1.4 1385 36.29 20.8 1 2x(BM.Tee-Run)=2 39.48 150 15.7 1382 36.29 40.9 1.101 lx(BM.Tee-Br)=5 7 0.2554 0 46.48 11.9 1382 36.29 -14.5 1 2x(BM.Tee-Run)=2 6.46 150 27.6 1378 36.29 26.4 1.101 2 0.1136 0 8.46 1 1378 36.29 -6 1 2x(BM.Tee-Run)=2 9.5 150 28.5 1285 36.29 20.4 1.101 2 0.0705 0 11.5 0.8 1285 36.29 1.8 1 2x(BM.Tee-Run)=2 16.7 150 29.3 1266 36.29 22.2 1.101 1x(BM.Tee-Br)=5 7 0.0822 0 23.7 1.9 1266 36.29 -2.9 1 2x(BM.Tee-Br)=10 9.13 150 31.3 0282 27.17 19.3 1.101 10 0.0634 4 19.13 1.2 0282 27.17 -4 1 lx(BM.Tee-Br)=5 9.25 150 36.5 0398 17.92 15.3 1.101 5 0.0412 4 14.25 0.6 0398 17.92 -5.3 1 lx(BM.Tee-Br)=5 9.25 150 41 1047 8.67 10 1.101 5 0.0187 4 14.25 0.3 1047 8.67 -3.9 1 2x(BM.Tee-Run)=2 16.7 150 45.3 1050 8.67 6.1 1.101 1x(BM.Tee-Br)=5 7 0.0075 0 23.7 0.2 1050 8.67 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 45.5 1067 8.67 4.9 1.101 2 0.005 0 11.5 0.1 1067 8.67 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 45.6 0891 8.67 3.6 1.101 2 0.0029 0 8.46 0.0 0891 8.67 -0.4 1 3x(BM.Tee-Run)=3 37.18 150 45.6 0894 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0894 8.67 6.3 1 3x(BM.Tee-Run)=3 24.14 150 45.7 0898 8.67 9.6 1.101 3 0.0174 0 27.14 0.5 0898 8.67 -2.2 1 1x(BM.Tee-Br)=5 6.46 150 46.2 0911 8.67 7.4 1.101 lx(BM.Tee-Run)=1 6 0.0108 0 12.46 0.1 0911 8.67 -1.5 1 18x(BM.Tee-Run)=18 122.39 150 46.3 0565 8.67 5.9 1.101 2x(BM.Tee-Br)=10 48 0.007 0 4x(BM.90)=20 170.39 1.2 0565 47.5 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 201 27.79 4.9 20.8 1 lx(BM.Tee-Br)=5 9.17 150 18 1385 36.29 20.8 1.101 lx(BM.90)=5 10 0.0727 -3.7 19.17 1.4 1385 15.7 Path No: 4 204 27.79 4.9 21.6 1 lx(BM.Tee-Br)=5 9.17 150 19.5 1392 36.29 21.6 1.101 lx(BM.90)=5 10 0.0783 -3.7 19.17 1.5 1392 17.3 Path No: 5 1387 36.29 0 1 lx(BM.Tee-Run)=1 19 150 14.3 1386 36.29 0.1 1.101 1 0 0 20 0 1386 14.3 • File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 6 1394 36.29 0 1 17x(BM.Tee-Run)=17 130.07 150 24 1452 36.29 10.9 1.101 2x(BM.Tee-Br)=10 52 0.0219 0 5x(BM.90)=25 182.07 4 1452 36.29 14.5 12x(BM.Tee-Run)=2 7.95 150 27.9 1459 36.29 25.4 1.101 2 0.1053 0 9.95 1 1459 36.29 -2.4 1 2x(BM.Tee-Run)=2 18.75 150 29 0092 36.29 22.9 1.101 lx(BM.Tee-Br)=5 7 0.0874 0 25.75 2.3 0092 36.29 -5.6 1 2x(B M.Tee-Br)=10 10.1 150 31.2 0094 27.17 17.3 1.101 lx(BM.90)=5 15 0.0518 4 25.1 1.3 0094 27.17 -2.2 1 lx(BM.Tee-Br)=5 9.25 150 36.5 1089 17.92 15.1 1.101 5 0.0401 4 14.25 0.6 1089 17.92 -4.9 1 1x(BM.Tee-Br)=5 9.25 150 41.1 0827 8.67 10.2 1.101 5 0.0195 4 14.25 0.3 0827 8.67 -4 12x(BM.Tee-Run)=2 17.77 150 45.4 0831 8.67 6.2 1.101 1x(BM.Tee-Br)=5 7 0.0077 0 24.77 0.2 0831 8.67 -3.1 1 lx(BM.Tee-Run)=1 7.95 150 45.6 0866 8.67 3.1 1.101 lx(BM.Tee-Br)=5 6 0.0022 0 13.95 0.0 0866 8.67 0.4 1 12x(BM.Tee-Run)=12 122.95 150 45.6 0784 8.67 3.5 1.101 lx(BM.Tee-Br)=5 37 0.0027 0 4x(BM.90)=20 159.95 0.4 0784 8.67 7.1 1 lx(BM.Tee-Br)=5 7.13 150 46 0783 8.67 10.6 1.101 5 0.0208 0 12.13 0.3 0783 8.67 2.2 1 3x(BM.Tee-Run)=3 58.74 150 46.3 0569 8.67 12.7 1.101 lx(BM.Tee-Br)=5 8 0.0294 0 66.74 2 0569 48.2 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 7 1395 36.29 0 1 7x(BM.Tee-Run)=7 55.39 150 26 0031 36.29 12.9 1.1013x(BM.Tee-Br)=15 42 0.0301 0 4x(BM.90)=20 97.39 2.9 0031 36.29 0.8 1 2x(BM.Tee-Run)=2 9.54 150 29 0036 36.29 13.6 1.101 2 0.0334 0 11.54 0.4 0036 36.29 2.4 1 3x(BM.Tee-Run)=3 35.03 150 29.4 0052 36.29 16.1 1.101 2x(BM.Tee-Br)=10 33 0.0452 0 4x(BM.90)=20 68.03 3.1 0052 36.29 5.6 1 1x(B M.Tee-Run)=1 9.13 150 32.4 0712 27.17 21.7 1.101 1 0.0789 4 10.13 0.8 0712 27.17 9.1 1 1x(B M.Tee-Run)=1 9.25 150 37.2 0651 17.92 30.9 1.101 1 0.1513 4 10.25 1.6 0651 17.92 14.5 1 lx(BM.Tee-Br)=5 9.25 150 42.7 0591 8.67 45.4 1.101 5 0.3093 4 14.25 4.4 0591 8.67 4.7 1 lx(BM.Tee-Br)=5 5.67 150 51.2 0592 8.67 50.1 1.101 5 0.3709 0 10.67 4 0592 55.1 Path No: 8 0026 36.29 0 1 2x(BM.Tee-Run)=2 7.58 150 29 0031 36.29 0.8 1.101 2 0.0002 0 9.58 0 0031 29 Path No: 9 0135 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 36.6 0130 27.17 3.2 1.101 lx(BM.Tee-Br)=5 7 0.0023 0 19.11 0.0 0130 27.17 1.1 1 2x(BM.Tee-Run)=2 9.5 150 36.7 0125 27.17 4.3 1.101 2 0.0039 0 11.5 0.0 0125 27.17 1.5 1 1x(BM.Tee-Run)=1 6.46 150 36.7 0124 27.17 5.8 1.101 1 0.0069 0 7.46 0.1 0124 27.17 3.3 1 lx(BM.Tee-Run)=1 7.58 150 36.7 0724 27.17 9.1 1.101 1 0.0159 0 8.58 0.1 0724 27.17 -3.1 1 2x(BM.Tee-Run)=2 9.54 150 36.9 0722 27.17 6.1 1.101 2 0.0075 0 11.54 0.1 0722 27.17 -2.3 1 3x(BM.Tee-Run)=3 35.03 150 37 0712 27.17 3.8 1.101 2x(BM.Tee-Br)=10 33 0.0031 0 4x(BM.90)=20 68.03 0.2 0712 37.2 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 10 0449 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 41.4 0444 17.92 5 1.101 lx(BM.Tee-Br)=5 7 0.0052 0 19.11 0.1 0444 17.92 1.7 1 2x(BM.Tee-Run)=2 9.5 150 41.5 0439 17.92 6.7 1.101 2 0.009 0 11.5 0.1 0439 17.92 2.5 1 lx(BM.Tee-Run)=1 6.46 150 41.6 0438 17.92 9.2 1.101 1 0.016 0 7.46 0.1 0438 17.92 5.4 1 lx(BM.Tee-Run)=1 7.58 150 41.7 0663 17.92 14.5 1.101 1 0.0375 0 8.58 0.3 0663 17.92 -4.9 1 2x(BM.Tee-Run)=2 9.54 150 42 0661 17.92 9.7 1.101 2 0.0177 0 11.54 0.2 0661 17.92 -3.6 1 3x(BM.Tee-Run)=3 35.03 150 42.2 0651 17.92 6 1.101 2x(BM.Tee-Br)=10 33 0.0074 0 4x(BM.90)=20 68.03 0.5 0651 42.7 Path No: 11 0558 8.67 0 1 1x(BM.Tee-Br)=5 120.13 150 46.1 0943 8.67 2.3 1.101 10x(BM.Tee-Run)=10 40 0.0013 0 5x(BM.90)=25 160.13 0.2 0943 8.67 1.5 1 15x(BM.Tee-Run)=15 120.36 150 46.3 0563 8.67 3.9 1.101 lx(BM.Tee-Br)=5 40 0.0032 0 4x(BM.90)=20 160.36 0.5 0563 46.8 Path No: 12 0570 8.67 0 1 8x(BM.Tee-Run)=8 44.31 150 50 0593 8.67 16.5 1.101 2x(BM.Tee-Br)=10 38 0.0477 0 4x(BM.90)=20 82.31 3.9 0593 54 Path No: 13 0575 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 50.9 0591 8.67 4.7 1.101 4x(BM.90)=20 29 0.0046 0 lx(BM.Tee-Br)=5 64.03 0.3 0591 51.2 Path No: 14 1382 36.29 0 1 3x(BM.Tee-Run)=3 7.13 150 27.6 1452 36.29 14.5 1.101 3 0.0374 0 10.13 0.4 1452 27.9 File:C:\DWG\'-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 32 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 15 1378 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 28.5 1292 36.29 6 1.1012x(BM.Tee-Br)=10 44 0.0073 0 5x(BM.90)=25 105.14 0.8 1292 36.29 -1.8 1 2x(BM.Tee-Run)=2 11.69 150 29.3 1294 36.29 4.2 1.101 2 0.0038 0 13.69 0.1 1294 36.29 -0.1 1 16x(BM.Tee-Run)=16 121.7 150 29.3 0020 36.29 4.1 1.101 lx(BM.Tee-Br)=5 41 0.0036 0 4x(BM.90)=20 162.7 0.6 0020 29.9 Path No: 16 1266 36.29 0 1 14x(BM.Tee-Run)=14 166.08 150 31.3 0015 36.29 2.9 1.101 lx(BM.Tee-Br)=5 39 0.0019 0 4x(BM.90)=20 205.08 0.4 0015 31.7 Path No: 17 0282 27.17 0 1 2x(BM.Tee-Run)=2 16.7 150 36.5 0285 27.17 2.5 1.101 lx(BM.Tee-Br)=5 7 0.0014 0 23.7 0.0 0285 27.17 -0.4 1 2x(BM.Tee-Run)=2 9.5 150 36.5 0302 27.17 2.1 1.101 2 0.001 0 11.5 0.0 0302 27.17 -0.3 1 2x(BM.Tee-Run)=2 6.46 150 36.5 0316 27.17 1.8 1.101 2 0.0008 0 8.46 0 0316 27.17 -0.9 13x(BM.Tee-Run)=3 37.18 150 36.5 0255 27.17 0.9 1.101 lx(BM.Tee-Br)=5 8 0.0002 0 45.18 0 0255 27.17 2.2 1 2x(BM.Tee-Run)=2 24.14 150 36.5 0239 27.17 3.1 1.101 1x(BM.Tee-Br)=5 7 0.0022 0 31.14 0.1 0239 27.17 -0.2 1 lx(BM.Tee-Run)=1 6.46 150 36.6 0211 27.17 2.9 1.101 1 0.0019 0 7.46 0.0 0211 27.17 -1.4 1 17x(BM.Tee-Run)=17 122.39 150 36.6 0125 27.17 1.5 1.101 2x(BM.Tee-Br)=10 47 0.0006 0 4x(BM.90)=20 169.39 0.1 0125 36.7 Path No: 18 0282 27.17 0 1 5x(BM.Tee-Run)=5 34.36 150 36.5 0261 27.17 1.5 1.101 lx(BM.Tee-Br)=5 30 0.0006 0 4x(BM.90)=20 64.36 0.0 0261 27.17 0.4 1 2x(BM.Tee-Run)=2 9.5 150 36.5 0258 27.17 1.9 1.101 2 0.0009 0 11.5 0.0 0258 27.17 0.3 1 lx(BM.Tee-Run)=1 6.46 150 36.5 0255 27.17 2.2 1.101 lx(BM.Tee-Br)=5 6 0.0012 0 12.46 0.0 0255 36.5 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 33 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 19 0398 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 41 1167 17.92 3.3 1.101 lx(BM.Tee-Br)=5 7 0.0024 0 23.7 0.1 1167 17.92 -0.6 1 2x(BM.Tee-Run)=2 9.5 150 41.1 1153 17.92 2.7 1.101 2 0.0016 0 11.5 0.0 1153 17.92 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 41.1 1147 17.92 2 1.101 2 0.001 0 8.46 0 1147 17.92 -0.4 1 3x(BM.Tee-Run)=3 37.18 150 41.1 0418 17.92 1.6 1.101 lx(BM.Tee-Br)=5 8 0.0007 0 45.18 0.0 0418 17.92 3.3 1 2x(BM.Tee-Run)=2 24.14 150 41.2 0422 17.92 4.9 1.101 lx(BM.Tee-Br)=5 7 0.0051 0 31.14 0.2 0422 17.92 -0.1 1 lx(BM.Tee-Run)=1 6.46 150 41.3 0527 17.92 4.8 1.101 1 0.0049 0 7.46 0.0 0527 17.92 -2.4 1 16x(BM.Tee-Run)=16 122.39 150 41.4 0439 17.92 2.5 1.101 2x(BM.Tee-Br)=10 46 0.0014 0 4x(BM.90)=20 168.39 0.2 0439 41.6 Path No: 20 0398 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 41 0412 17.92 2.1 1.101 lx(BM.Tee-Br)=5 30 0.001 0 4x(BM.90)=20 64.36 0.1 0412 17.92 0.6 1 2x(BM.Tee-Run)=2 9.5 150 41.1 0415 17.92 2.7 1.101 2 0.0016 0 11.5 0.0 0415 17.92 0.6 1 lx(BM.Tee-Run)=1 6.46 150 41.1 0418 17.92 3.3 1.101 lx(BM.Tee-Br)=5 6 0.0024 0 12.46 0.0 0418 41.2 Path No: 21 1047 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 45.3 1026 8.67 3.9 1.101 lx(BM.Tee-Br)=5 30 0.0032 0 4x(BM.90)=20 64.36 0.2 1026 8.67 1.2 12x(BM.Tee-Run)=2 9.5 150 45.5 1023 8.67 5.1 1.101 2 0.0053 0 11.5 0.1 1023 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 45.6 0894 8.67 6.3 1.101 lx(BM.Tee-Br)=5 6 0.0081 0 12.46 0.1 0894 45.7 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 22 1050 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 45.5 1026 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1026 45.5 Path No: 23 1067 8.67 0 16x(BM.Tee-Run)=6 39.18 150 45.6 1023 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1023 45.6 Path No: 24 0891 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 45.6 0866 8.67 0.4 1.1011x(BM.Tee-Br)=5 6 0.0000 0 13.13 0 0866 45.6 Path No: 25 0898 8.67 0 14x(BM.Tee-Run)=4 62.96 150 46.2 0783 8.67 2.2 1.101 4x(BM.90)=20 24 0.0011 0 86.96 0.1 0783 46.3 Path No: 26 0911 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 46.3 0943 8.67 1.5 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 16.5 0 0943 46.3 Path No: 27 1459 36.29 0 1 22x(BM.Tee-Run)=22 187.07 150 29 0036 36.29 2.4 1.101 4x(BM.Tee-Br)=20 82 0.0014 0 8x(BM.90)=40 269.07 0.4 0036 29.4 Path No: 28 0092 36.29 0 1 12x(BM.Tee-Run)=12 145.17 150 31.2 0052 36.29 5.6 1.101 lx(BM.Tee-Br)=5 37 0.0065 0 4x(BM.90)=20 182.17 1.2 0052 32.4 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright CO 2002-2012 Tyco Are Protection Products Page 35 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 29 0094 27.17 0 1 2x(BM.Tee-Run)=2 17.77 150 36.5 0356 27.17 1.1 1.101 lx(BM.Tee-Br)=5 7 0.0003 0 24.77 0 0356 27.17 -0.2 1 16x(BM.Tee-Run)=16 122.95 150 36.5 0111 27.17 0.9 1.101 2x(BM.Tee-Br)=10 46 0.0002 0 4x(BM.90)=20 168.95 0.0 0111 27.17 1.1 1 2x(BM.Tee-Run)=2 7.95 150 36.5 0118 27.17 2 1.101 2 0.001 0 9.95 0 0118 27.17 1.1 1 lx(BM.Tee-Br)=5 7.13 150 36.6 0119 27.17 3.1 1.101 5 0.0022 0 12.13 0.0 0119 27.17 0.2 1 3x(BM.Tee-Run)=3 58.74 150 36.6 0124 27.17 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0025 0 66.74 0.2 0124 36.7 Path No: 30 0094 27.17 0 1 12x(BM.Tee-Run)=12 119.2 150 36.5 0111 27.17 1.1 1.101 5x(BM.90)=25 37 0.0003 0 156.2 0.0 0111 36.5 Path No: 31 1089 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 41.1 1188 17.92 2.9 1.101 1x(BM.Tee-Br)=5 7 0.0019 0 24.77 0.0 1188 17.92 -1.4 1 16x(8M.Tee-Run)=16 122.95 150 41.1 1106 17.92 1.5 1.101 2x(BM.Tee-Br)=10 46 0.0006 0 4x(BM.90)=20 168.95 0.1 1106 17.92 2 1 2x(BM.Tee-Run)=2 7.95 150 41.2 1113 17.92 3.5 1.101 2 0.0027 0 9.95 0.0 1113 17.92 1.7 1 lx(BM.Tee-Br)=5 7.13 150 41.3 0431 17.92 5.2 1.101 5 0.0057 0 12.13 0.1 0431 17.92 0.1 1 3x(B M.Tee-Run)=3 58.74 150 41,3 0438 17.92 5.4 1.101 lx(BM.Tee-Br)=5 8 0.0059 0 66.74 0.4 0438 41.7 Path No: 32 1089 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 41.1 1106 17.92 2 1.101 5x(BM.90)=25 37 0.0009 0 156.2 0.1 1106 41.2 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 33 0827 8.67 0 1 12x(BM.Tee-Run)=12 119.2 150 45.4 0791 8.67 4 1.101 5x(BM.90)=25 37 0.0035 0 156.2 0.5 0791 8.67 3.1 1 2x(B M.Tee-Run)=2 7.95 150 45.9 0784 8.67 7.1 1.101 2 0.0099 0 9.95 0.1 0784 46 Path No: 34 0831 8.67 0 1 17x(BM.Tee-Run)=17 122.95 150 45.6 0791 8.67 3.1 1.101 2x(BM.Tee-Br)=10 47 0.0021 0 4x(BM.90)=20 169.95 0.4 0791 45.9 Path No: 35 0724 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 36.9 0741 27.17 3.1 1.101 2x(BM.Tee-Br)=10 38 0.0021 0 4x(BM.90)=20 82.31 0.2 0741 27.17 2.3 1 2x(BM.Tee-Br)=10 11.61 150 37.1 0712 27.17 5.3 1.101 10 0.0059 0 21.61 0.1 0712 37.2 Path No: 36 0722 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 37 0741 27.17 2.3 1.1012x(BM.Tee-Br)=10 36 0.0012 0 4x(BM.90)=20 70.77 0.1 0741 37.1 Path No: 37 0663 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 42 0680 17.92 4.9 1.101 2x(BM.Tee-Br)=10 38 0.0049 0 4x(BM.90)=20 82.31 0.4 0680 17.92 3.6 1 2x(BM.Tee-Br)=10 11.61 150 42.4 0651 17.92 8.5 1.101 10 0.0139 0 21.61 0.3 0651 42.7 Path No: 38 0661 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 42.2 0680 17.92 3.6 1.1012x(BM.Tee-Br)=10 36 0.0029 0 4x(BM.90)=20 70.77 0.2 0680 42.4 Path No: 39 1292 36.29 0 1 6x(BM.Tee-Run)=6 49.64 150 29.3 1285 36.29 1.8 1.101 lx(BM.Tee-Br)=5 11 0.0008 0 60.64 0.0 1285 29.3 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 40 1294 36.29 0 1 17x(BM.Tee-Run)=17 131.89 150 29.3 0022 36.29 0.1 1.101 2x(BM.Tee-Br)=10 52 0 0 5x(BM.90)=25 183.89 0 0022 29.3 Path No: 41 0285 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 36.5 0261 27.17 0.4 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0261 36.5 Path No: 42 0302 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 36.5 0258 27.17 0.3 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0258 36.5 Path No: 43 0316 27.17 0 1 lx(BM.Tee-Run)=1 7.13 150 36.5 0322 27.17 0.9 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.13 0 0322 27.17 0.2 1 17x(BM.Tee-Run)=17 122.95 150 36.5 0118 27.17 1.1 1.101 lx(BM.Tee-Br)=5 42 0.0003 0 4x(BM.90)=20 164.95 0.0 0118 36.6 Path No: 44 0239 27.17 0 1 3x(BM.Tee-Run)=3 62.96 150 36.6 0119 27.17 0.2 1.101 lx(BM.Tee-Br)=5 28 0.0000 0 4x(BM.90)=20 90.96 0 0119 36.6 Path No: 45 0211 27.17 0 1 3x(B M.Tee-Run)=3 9.5 150 36.6 0172 27.17 1.4 1.101 3 0.0005 0 12.5 0 0172 27.17 -0.3 1 16x(BM.Tee-Run)=16 120.36 150 36.6 0130 27.17 1.1 1.101 2x(BM.Tee-Br)=10 46 0.0003 0 4x(BM.90)=20 166.36 0.0 0130 36.7 Path No: 46 1167 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 41.1 0412 17.92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0412 41.1 File:C:\DWG\--Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 47 1153 17.92 0 1 6x(BM.Tee-Run)=6 . 39.18 150 41.1 0415 17.92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0415 41.1 Path No: 48 1147 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 41.1 1145 17.92 0.4 1.101 lx(BM.Tee-Br)=5 6 0.0000 0 13.13 0 1145 17.92 1.4 1 17x(BM.Tee-Run)=17 122.95 150 41.1 1113 17.92 1.7 1.101 lx(BM.Tee-Br)=5 42 0.0007 0 4x(BM.90)=20 164.95 0.1 1113 41.3 Path No: 49 0422 17.92 0 1 3x(BM.Tee-Run)=3 62.96 150 41.3 0431 17.92 0.1 1.101 lx(BM.Tee-Br)=5 28 0 0 4x(BM.90)=20 90.96 0 0431 41.3 Path No: 50 0527 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 41.4 0486 17.92 2.4 1.101 3 0.0013 0 12.5 0.0 0486 17.92 -0.7 1 17x(BM.Tee-Run)=17 120.36 150 41.4 0444 17.92 1.7 1.101 2x(BM.Tee-Br)=10 47 0.0007 0 4x(BM.90)=20 167.36 0.1 0444 41.5 Path No: 51 0356 27.17 0 1 1x(BM.Tee-Run)=1 7.95 150 36.5 0322 27.17 0.2 1.101 lx(BM.Tee-Br)=5 6 0.0000 0 13.95 0 0322 36.5 Path No: 52 1188 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 41.1 1145 17.92 1.4 1.101 lx(BM.Tee-Br)=5 6 0.0005 0 13.95 0 1145 41.1 Path No: 53 0172 27.17 0 1 11x(BM.Tee-Run)=11 120.13 150 36.6 0135 27.17 0.3 1.101 5x(BM.90)=25 36 0.0000 0 156.13 0 0135 36.6 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 How 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: 54 0486 17.92 0 111x(BM.Tee-Run)=11 120.13 • 150 41.4 0449 17.92 0.7 1.101 5x(BM.90)=25 36 0.0001 0 156.13 0.0 0449 41.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.33 ft/s occurs in the following pipe(s): (0636-0592) File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 40 Job :THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC 04 psi @ 182.5 gpm(82.5 gpm+l 00 gpm add.out.hose) 105 I - 100 95 90 85 80 75 70 Ct. • 65 '3 60 u) 55 • 50 45 40 35 30 25 20 15 10 0 o o o o o r- o Row,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 2175 (Aines3000SM1, Size = 2) 18.8 17.8 16.8 15 8_ 14.8 13.8- 12.8_ ti) 1l.8 Q. cc 10 8 98_ 7.8 psi @ 82.5 gpm 8.8 = 6 8 5 8 4 8 1 8 0 8 C=, Row,gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job :THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2176 (Flow Switch, Size = 2) 3 psi @ 82.5 gpm :44 2,8 2.3 MOM18 a: 1 3 08 0 3-1 Row,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2177 (Gate A2360, Size = 4) 1.546 a CI; " 1 046- CD I- 0546 0 psi@ 82.5 gpm 0 046-- = 1 c, c==i Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 51The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 42 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:9/10/2018 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(f12) 410 Coverage per Sprinkler(ft,) 200 N um be r of Calculated Sprinklers 4 A� ' ,•` In-Rack Demand(gpm) 0 �C� " ti9 77506 PE Special Heads 10-11-2018 Hose Streams(gpm) 100 OREGON 9N ‘eT:Li :f:rr ::: ncl.Hosetream (gpm) 181.1 1PL .Source(psi) 72,9 Type of System EXPIRATION DATE:12/31/18 Wet Volume-Entire System (gal) 354.3 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (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) 81.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.1 Other Required Margin of Safety(%) 0 SRC -Pressure(psi) 72.9 SRC -Flow(gpm) 81.1 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 44 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : 3 Supply System Demand - Add. Out. Hose 1 150 Ili-1j 1 , p fi 140 1. ; ;..._ .. �_.. a l—[— t— I F a 1� is :. ,E 1,--— .. p 130 3.. 11:,.— 4` '' lt = ; .' a , } 1 120 • ! - fi l ; l: F- --Etl j 11 .,. s'taw l , i t 1. ,12 — 99.515 (... ... _ ... ......._r,...... I 100 ,..__.. ....�..,..f —...; •� 90 -„ t N . [ 50 a. 40 E;. 30 l- ' i 21D1 10- 1 0iiiui omessu.aous, .. u • i.iertiinemoommoussoemomtamti mmimmei 0 70900900 0010100201)300400 50016001700180019002000 2100 2200 2300 2401 Flow, gpm i File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.1 72.9 D3 System Demand+Add.Out.Hose 181.1 72.9 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) © Flow (gpm) Supply 104 100.6 31 181.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 200 4.9 0.1 20 16.7 0.105 20.9 18.2 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 303 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 302 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.18 150 16.7 0174 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.18 1.4 0174 27.17 0.8 1 lx(BM.Tee-Run)=1 0.81 150 14.3 0173 27.17 20.9 1.101 1 0.0732 0 1.81 0.1 0173 27.17 20.1 1 1x(BM.Tee-Br)=5 2 150 14.4 0172 27.17 40.9 1.101 5 0.2553 0 7 1.8 0172 27.17 2.2 1 3x(BM.Tee-Run)=3 9.5 150 16.2 0211 27.17 43.2 1.101 3 0.2817 0 12.5 3.5 0211 27.17 -11 1 lx(BM.Tee-B r)=5 6.46 150 19.8 0239 27.17 32.2 1.101 5 0.1637 0 11.46 1.9 0239 27.17 -11.6 1 3x(BM.Tee-Run)=3 24.14 150 21.6 0255 27.17 20.6 1.101 3 0.0714 0 27.14 1.9 0255 27.17 -8.1 1 2x(BM.Tee-Run)=2 6.46 150 23.6 0258 27.17 12.4 1.101 lx(BM.Tee-Br)=5 7 0.0281 0 13.46 0.4 0258 27.17 -3.5 1 2x(BM.Tee-Run)=2 9.5 150 23.9 0261 27.17 8.9 1.101 2 0.0152 0 11.5 0.2 0261 27.17 -2.6 1 4x(BM.Tee-Run)=4 34.36 150 24.1 0282 27.17 6.3 1.101 2x(BM.Tee-Br)=10 34 0.0079 0 4x(BM.90)=20 68.36 0.5 0282 27.17 8.8 1 lx(BM.Tee-Br)=5 9.25 150 24.7 0398 17.92 15.1 1.101 5 0.0403 4 14.25 0.6 0398 17.92 -5.3 1 1x(BM.Tee-Br)=5 9.25 150 29.2 1047 8.67 9.8 1.101 5 0.0182 4 14.25 0.3 1047 8.67 -3.8 1 2x(BM.Tee-Run)=2 16.7 150 33.5 1050 8.67 6 1.101 1x(BM.Tee-Br)=5 7 0.0074 0 23.7 0.2 1050 8.67 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 33.7 1067 8.67 4.9 1.101 2 0.005 0 11.5 0.1 1067 8.67 -1.2 1 2x(BM.Tee-Run)=2 6.46 150 33.7 0891 8.67 3.7 1.101 2 0.0029 0 8.46 0.0 0891 8.67 -0.5 1 3x(BM.Tee-Run)=3 37.18 150 33.8 0894 8.67 3.1 1.101 lx(BM.Tee-Br)=5 8 0.0022 0 45.18 0.1 0894 8.67 6.2 1 3x(BM.Tee-Run)=3 24.14 150 33.9 0898 8.67 9.3 1.101 3 0.0165 0 27.14 0.4 File:C:\DWG\'-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0898 8.67 -2.2 1 lx(BM.Tee-Br)=5 6.46 150 34.3 0911 8.67 7.1 1.101 lx(BM.Tee-Run)=1 6 0.0099 0 12.46 0.1 0911 8.67 -1.3 1 18x(BM.Tee-Run)=18 122.39 150 34.4 0565 8.67 5.8 1.101 2x(BM.Tee-Br)=10 48 0.0068 0 4x(BM.90)=20 170.39 1.2 0565 8.67 18.3 1 lx(BM.Tee-Run)=1 6.46 150 35.6 0569 8.67 24.1 1.101 1 0.096 0 7.46 0.7 0569 8.67 12.5 1 lx(BM.Tee-Run)=1 7.58 150 36.3 0570 8.67 36.7 1.101 1 0.2084 0 8.58 1.8 0570 8.67 -16.3 1 2x(BM.Tee-Run)=2 9.54 150 38.1 0575 8.67 20.4 1.101 2 0.0701 0 11.54 0.8 0575 8.67 -4.8 1 6x(BM.Tee-Run)=6 34.77 150 38.9 0593 8.67 15.6 1.101 2x(BM.Tee-Br)=10 36 0.0426 0 4x(BM.90)=20 70.77 3 0593 8.67 16.3 1 lx(BM.Tee-Run)=1 5.94 150 41.9 0592 8.67 31.9 1.101 1 0.1608 0 6.94 1.1 0592 8.67 49.2 1.25 1x(coupling)=1.59 26.75 150 43.1 0636 8.67 81.1 1.394 3x(BM.Tee-Run)=3 16.59 0.2868 0 2x(BM.90)=12 43.34 12.4 0636 8.67 0 2 lx(coupling)=1.23 3.95 120 55.5 FS-O 5.42 81.1 2.157 1x(us.Tee-Br)=12.31 13.54 0.0517 1.4 17.49 0.9 FS-0 5.42 0 2 1 0 57.8 Flow Switch FS-I 5.33 81.1 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 60.8 BFP-O 3.21 81.1 2.157 1.23 0.0517 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 61.9 Ames3000SM BFP-I 1.33 81.1 0 0 4.1167 0.81 1.88 7.7 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 70.4 RC 1.17 81.1 2.067 1 0.0637 0.1 2.1 0.1 RC 1.17 0 4 1x(coupling)=1.32 0.17 120 70.6 1 FF 1 81.1 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 70.7 0648 -3.75 81.1 4.3 18.33 0.0014 2.1 23.08 0.0 0648 -3.75 0 4 lx(coupling)=1.94 103.53 150 72.8 0650-0 -3.75 81.1 4.24 lx(us.90)=19.43 21.37 0.0013 0 124.91 0.2 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/psi1/2) (9Pm) (in) (ft) (ft ) (Psi) (psi) Path No: 1 0650-0 -3.75 0 4 0.75 0 72.9 Gate A2360 0650-I -3.75 81.1 0 0 0.0066 0 0.75 0 0650-I -3.75 0 4 1.41 150 72.9 SRC -3.75 81.1 4.24 0 0.0013 0 1.41 0 SRC 72.9 Path No: 2 303 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.63 150 16.7 0175 27.17 20 1.101 lx(BM.90)=5 10 0.068 -3.8 19.63 1.3 0175 27.17 -0.8 1 13x(BM.Tee-Run)=13 107.29 150 14.3 0130 27.17 19.2 1.101 lx(BM.Tee-Br)=5 38 0.0629 0 4x(BM.90)=20 145.29 9.1 0130 27.17 -5.6 1 lx(BM.Tee-Run)=1 12.11 150 23.5 0135 27.17 13.6 1.101 2x(BM.Tee-Br)=10 11 0.033 0 23.11 0.8 0135 27.17 9.6 1 lx(BM.Tee-Br)=5 9.25 150 24.2 0449 17.92 23.2 1.101 5 0.0893 4 14.25 1.3 0449 17.92 -6.2 1 lx(BM.Tee-Br)=5 9.25 150 29.5 0558 8.67 17 1.101 5 0.0504 4 14.25 0.7 0558 8.67 -2.5 1 2x(BM.Tee-Run)=2 12.11 150 34.2 0563 8.67 14.6 1.101 lx(BM.Tee-Br)=5 7 0.0377 0 19.11 0.7 0563 8.67 3.8 1 2x(BM.Tee-Run)=2 9.5 150 34.9 0565 8.67 18.3 1.101 2 0.0577 0 11.5 0.7 0565 35.6 Path No: 3 304 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 10.72 150 16.8 0173 27.17 20.1 1.101 lx(BM.90)=5 10 0.0683 -3.8 20.72 1.4 0173 14.4 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 4 301 18.5 4.9 20.9 1 lx(BM.Tee-Br)=5 13.69 150 18.2 0165 27.17 20.9 1.101 lx(BM.90)=5 10 0.0736 -3.8 23.69 1.7 0165 27.17 -2.2 1 8x(BM.Tee-Run)=8 101.12 - 150 16.2 0135 27.17 18.7 1.1011x(BM.Tee-Br)=5 33 0.0597 0 4x(BM.90)=20 134.12 8 0135 27.17 -9.6 1 lx(BM.Tee-Br)=5 9.13 150 24.2 0015 36.29 9 1.101 5 0.0156 -4 14.13 0.2 0015 36.29 -2.2 1 2x(BM.Tee-Run)=2 12.11 150 20.5 0020 36.29 6.8 1.101 lx(BM.Tee-Br)=5 7 0.0093 0 19.11 0.2 0020 36.29 -1.3 1 2x(BM.Tee-Run)=2 9.5 150 20.7 0022 36.29 5.5 1.101 2 0.0062 0 11.5 0.1 0022 36.29 0 1 1x(BM.Tee-Run)=1 6.46 150 20.7 0026 36.29 5.5 1.101 1 0.0062 0 7.46 0.0 0026 36.29 -1 1 2x(BM.Tee-Run)=2 7.58 150 20.8 0031 36.29 4.5 1.101 2 0.0042 0 9.58 0.0 0031 36.29 1 1 2x(BM.Tee-Run)=2 9.54 150 20.8 0036 36.29 5.5 1.101 2 0.0062 0 11.54 0.1 0036 36.29 0.9 1 3x(BM.Tee-Run)=3 35.03 150 20.9 0052 36.29 6.3 1.101 2x(BM.Tee-Br)=10 33 0.0081 0 4x(BM.90)=20 68.03 0.6 0052 36.29 3.8 1 lx(BM.Tee-Run)=1 9.13 150 21.4 0712 27.17 10.1 1.101 1 0.0192 4 10.13 0.2 0712 27.17 19.1 1 lx(BM.Tee-Run)=1 9.25 150 25.6 0651 17.92 29.2 1.101 1 0.1365 4 10.25 1.4 0651 17.92 15.2 1 lx(BM.Tee-Br)=5 9.25 150 31 0591 8.67 44.4 1.101 5 0.2966 4 14.25 4.2 0591 8.67 4.8 1 lx(BM.Tee-Br)=5 5.67 150 39.2 0592 8.67 49.2 1.101 5 0.3585 0 10.67 3.8 0592 43.1 A File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 5 0211 27.17 0 1 17x(BM.Tee-Run)=17 122.39 150 19.8 0125 27.17 11 1.101 2x(BM.Tee-Br)=10 47 0.0223 0 4x(BM.90)=20 169.39 3.8 0125 27.17 5.6 1 lx(BM.Tee-Run)=1 6.46 150 - 23.5 0124 27.17 16.6 1.101 1 0.048 0 7.46 0.4 0124 27.17 2.5 1 lx(BM.Tee-Run)=1 7.58 150 23.9 0724 27.17 19.1 1.101 1 0.0621 0 8.58 0.5 0724 27.17 -6.4 1 2x(BM.Tee-Run)=2 9.54 150 24.4 0722 27.17 12.7 1.101 2 0.0292 0 11.54 0.3 0722 27.17 -4.8 1 3x(BM.Tee-Run)=3 35.03 150 24.8 0712 27.17 7.9 1.101 2x(BM.Tee-Br)=10 33 0.0122 0 4x(BM.90)=20 68.03 0.8 0712 25.6 Path No: 6 0239 27.17 0 1 4x(BM.Tee-Run)=4 62.96 150 21.6 0119 27.17 11.6 1.101 4x(BM.90)=20 24 0.0248 0 86.96 2.2 0119 27.17 -2.5 1 lx(BM.Tee-Run)=1 7.13 150 23.8 0118 27.17 9.2 1.101 lx(BM.Tee-Br)=5 6 0.0159 0 13.13 0.2 0118 27.17 -2.2 1 2x(BM.Tee-Run)=2 7.95 150 24 0111 27.17 7 1.101 2 0.0096 0 9.95 0.1 0111 27.17 -2.3 1 llx(BM.Tee-Run)=11 119.2 150 24.1 0094 27.17 4.7 1.101 lx(BM.Tee-Br)=5 41 0.0046 0 5x(BM.90)=25 160.2 0.7 0094 27.17 8.9 1 lx(BM.Tee-Br)=5 9.25 150 24.8 1089 17.92 13.5 1.101 5 0.0329 4 14.25 0.5 1089 17.92 -3.7 1 lx(BM.Tee-Br)=5 9.25 150 29.3 0827 8.67 9.8 1.101 5 0.0181 4 14.25 0.3 0827 8.67 -3.9 1 2x(BM.Tee-Run)=2 17.77 150 33.6 0831 8.67 5.9 1.101 lx(BM.Tee-Br)=5 7 0.007 0 24.77 0.2 0831 8.67 -2.9 1 17x(BM.Tee-Run)=17 122.95 150 33.7 0791 8.67 3 1.101 2x(BM.Tee-Br)=10 47 0.002 0 4x(BM.90)=20 169.95 0.3 0791 8.67 3.9 1 2x(BM.Tee-Run)=2 7.95 150 34.1 0784 8.67 6.9 1.101 2 0.0094 0 9.95 0.1 0784 8.67 3.4 1 lx(BM.Tee-Br)=5 7.13 150 34.2 0783 8.67 10.3 1.101 5 0.0198 0 12.13 0.2 0783 8.67 2.2 1 3x(BM.Tee-Run)=3 58.74 150 34.4 0569 8.67 12.5 1.101 lx(BM.Tee-Br)=5 8 0.0285 0 66.74 1.9 0569 36.3 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 7 0255 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 23.6 0316 27.17 8.1 1.101 1x(BM,Tee-Br)=5 7 0.0128 0 44.18 0.6 0316 27.17 -2.8 1 2x(BM.Tee-Run)=2 7.13 150 24.1 0322 27.17 5.4 1.101 2 0.0059 0 9.13 0.1 0322 27.17 2.2 1 2x(BM.Tee-Run)=2 7.95 150 24.2 0356 27.17 7.6 1.101 2 0.0112 0 9.95 0.1 0356 27.17 2.3 1 lx(BM.Tee-Run)=1 17.77 150 24.3 0094 27.17 9.9 1.101 2x(BM.Tee-Br)=10 11 0.0183 0 28.77 0.5 0094 27.17 -8.9 1 lx(BM.Tee-Br)=5 10.1 150 24.8 0092 36.29 1 1.101 lx(BM.90)=5 10 0.0003 -4 20.1 0 0092 36.29 2.8 1 12x(BM.Tee-Run)=12 145.17 150 20.9 0052 36.29 3.8 1.101 lx(BM.Tee-Br)=5 37 0.0031 0 4x(BM.90)=20 182.17 0.6 0052 21.4 Path No: 8 0258 27.17 0 16x(BM.Tee-Run)=6 39.18 150 23.9 0302 27.17 3.5 1.101 2x(BM.Tee-Br)=10 36 0.0027 0 4x(BM.90)=20 75.18 0.2 0302 27.17 2.8 1 2x(BM.Tee-Run)=2 9.5 150 24.2 0285 27.17 6.3 1.101 2 0.0079 0 11.5 0.1 0285 27.17 2.6 1 lx(BM.Tee-Run)=1 16.7 150 24.2 0282 27.17 8.9 1.101 2x(BM.Tee-Br)=10 11 0.0152 0 27.7 0.4 0282 27.17 -8.8 1 lx(BM.Tee-Br)=5 9.13 150 24.7 1266 36.29 0.1 1.101 5 0 -4 14.13 0 1266 36.29 2.2 1 2x(BM.Tee-Run)=2 16.7 150 20.7 1285 36.29 2.3 1.101 1x(BM.Tee-Br)=5 7 0.0012 0 23.7 0.0 1285 36.29 0.4 1 2x(BM.Tee-Run)=2 9.5 150 20.7 1378 36.29 2.7 1.101 2 0.0017 0 11.5 0.0 1378 36.29 0.9 1 2x(BM.Tee-Run)=2 6.46 150 20.8 1382 36.29 3.6 1.101 2 0.0029 0 8.46 0.0 1382 36.29 -0.5 13x(BM.Tee-Run)=3 7.13 150 20.8 1452 36.29 3.2 1.101 3 0.0022 0 10.13 0.0 1452 36.29 0.5 1 2x(BM.Tee-Run)=2 7.95 150 20.8 1459 36.29 3.6 1.101 2 0.0029 0 9.95 0.0 1459 36.29 -0.9 1 2x(BM.Tee-Run)=2 18.75 150 20.8 0092 36.29 2.8 1.101 lx(BM.Tee-Br)=5 7 0.0018 0 25.75 0.0 0092 20.9 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 9 0261 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 24.1 0285 27.17 2.6 1.101 2x(BM.Tee-Br)=10 36 0.0016 0 4x(BM.90)=20 75.18 0.1 0285 24.2 Path No: 10 0398 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 29.2 1167 17.92 3.3 1.101 lx(BM.Tee-Br)=5 7 0.0023 0 23.7 0.1 1167 17.92 -0.6 1 2x(BM.Tee-Run)=2 9.5 150 29.3 1153 17.92 2.7 1.101 2 0.0017 0 11.5 0.0 1153 17.92 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 29.3 1147 17.92 2.2 1.101 2 0.0011 0 8.46 0 1147 17.92 -0.8 1 3x(BM.Tee-Run)=3 37.18 150 29.3 0418 17.92 1.4 1.101 lx(BM.Tee-Br)=5 8 0.0005 0 45.18 0.0 0418 17.92 3.1 1 3x(BM.Tee-Run)=3 24.14 150 29.4 0422 17.92 4.5 1.101 3 0.0042 0 27.14 0.1 0422 17.92 -0.8 1 lx(BM.Tee-Br)=5 6.46 150 29.5 0527 17.92 3.6 1.101 lx(BM.Tee-Run)=1 6 0.0029 0 12.46 0.0 0527 17.92 -1.2 1 16x(BM.Tee-Run)=16 122.39 150 29.5 0439 17.92 2.5 1.101 2x(BM.Tee-Br)=10 46 0.0014 0 4x(BM.90)=20 168.39 0.2 0439 17.92 7.3 1 1x(BM.Tee-Run)=1 6.46 150 29.7 0438 17.92 9.8 1.101 1 0.0182 0 7.46 0.1 0438 17.92 5.4 1 lx(BM.Tee-Run)=1 7.58 150 29.9 0663 17.92 15.2 1.101 1 0.0407 0 8.58 0.3 0663 17.92 -5.1 1 2x(BM.Tee-Run)=2 9.54 150 30.2 0661 17.92 10.1 1.101 2 0.0191 0 11.54 0.2 0661 17.92 -3.8 1 3x(BM.Tee-Run)=3 35.03 150 30.4 0651 17.92 6.3 1.101 2x(BM.Tee-Br)=10 33 0.008 0 4x(BM.90)=20 68.03 0.5 0651 31 Path No: 11 0398 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 29.2 0412 17.92 2 1.101 1x(BM.Tee-Br)=5 30 0.001 0 4x(BM.90)=20 64.36 0.1 0412 17.92 0.6 1 2x(BM.Tee-Run)=2 9.5 150 29.3 0415 17.92 2.6 1.101 2 0.0015 0 11.5 0.0 0415 17.92 0.5 1 lx(BM.Tee-Run)=1 6.46 150 29.3 0418 17.92 3.1 1.101 lx(BM.Tee-Br)=5 6 0.0021 0 12.46 0.0 0418 29.4 File:C:\DWG\'Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 53 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 12 1047 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 33.5 1026 8.67 3.8 1.101 lx(BM.Tee-Br)=5 30 0.0031 0 4x(BM.90)=20 64.36 0.2 1026 8.67 1.2 1 2x(BM.Tee-Run)=2 9.5 150 33.7 1023 8.67 5 1.101 2 0.0051 0 11.5 0.1 1023 8.67 1.2 1 lx(BM.Tee-Run)=1 6.46 150 33.8 0894 8.67 6.2 1.1011x(BM.Tee-Br)=5 6 0.0077 0 12.46 0.1 0894 33.9 Path No: 13 1050 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 33.7 1026 8.67 1.2 1.1012x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1026 33.7 Path No: 14 1067 8.67 0 16x(BM.Tee-Run)=6 39.18 150 33.7 1023 8.67 1.2 1.1012x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1023 33.8 Path No: 15 0891 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 33.8 0866 8.67 0.5 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0866 8.67 2.9 1 12x(BM.Tee-Run)=12 122.95 150 33.8 0784 8.67 3.4 1.101 lx(BM.Tee-Br)=5 37 0.0026 0 4x(BM.90)=20 159.95 0.4 0784 34.2 Path No: 16 0898 8.67 0 1 4x(BM.Tee-Run)=4 62.96 150 34.3 0783 8.67 2.2 1.101 4x(BM.90)=20 24 0.0012 0 86.96 0.1 0783 34.4 Path No: 17 0911 8.67 0 12x(BM.Tee-Run)=2 9.5 150 34.4 0943 8.67 1.3 1.101 lx(BM.Tee-Br)=5 7 0.0004 0 16.5 0 0943 8.67 2.5 1 15x(BM.Tee-Run)=15 120.36 150 34.4 0563 8.67 3.8 1.101 lx(BM.Tee-Br)=5 40 0.0031 0 4x(BM.90)=20 160.36 0.5 0563 34.9 File:C:\DWG\'-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Are Protection Products Page 54 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 18 0570 8.67 0 1 8x(BM.Tee-Run)=8 44.31 150 38.1 0593 8.67 16.3 1.101 2x(BM.Tee-Br)=10 38 0.0465 0 4x(BM.90)=20 82.31 3.8 0593 41.9 Path No: 19 0575 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 38.9 0591 8.67 4.8 1,101 4x(BM.90)=20 29 0.0048 0 lx(BM.Tee-Br)=5 64.03 0.3 0591 39.2 Path No: 20 0175 27.17 0 1 lx(BM.Tee-Run)=1 10.26 150 14.3 0174 27.17 0.8 1.101 1 0.0002 0 11.26 0 0174 14.3 Path No: 21 0130 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 23.5 0125 27.17 5.6 1.101 2 0.0065 0 11.5 0.1 0125 23.5 Path No: 22 0449 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 29.5 0444 17.92 5.7 1.101 lx(BM.Tee-Br)=5 7 0.0065 0 19.11 0.1 0444 17.92 1.7 1 2x(BM.Tee-Run)=2 9.5 150 29.6 0439 17.92 7.3 1.101 2 0.0106 0 11.5 0.1 0439 29.7 Path No: 23 0449 17.92 0 1 lx(BM.Tee-Br)=5 120.13 150 29.5 0486 17.92 0,5 1.101 lOx(BM.Tee-Run)=10 40 0.0001 0 5x(BM.90)=25 160.13 0.0 0486 17.92 1.2 1 17x(BM.Tee-Run)=17 120.36 150 29.5 0444 17.92 1.7 1.101 lx(BM.Tee-Br)=5 42 0.0007 0 4x(BM.90)=20 162.36 0.1 0444 29.6 Path No: 24 0558 8.67 0 1 lx(BM.Tee-Br)=5 120.13 150 34.2 0943 8.67 2.5 1.101 10x(BM.Tee-Run)=10 40 0.0014 0 5x(BM.90)=25 160.13 0.2 0943 34.4 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 55 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/psiYx) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 25 0165 27.17 0 1 2x(BM.Tee-Run)=2 19.01 150 16.2 0172 27.17 2.2 1.101 lx(BM.90)=5 7 0.0012 0 0172 26.01 0.0 16.2 Path No: 26 0015 36.29 0 1 15x(BM.Tee-Run)=15 166.08 150 20.5 1266 36.29 2.2 1.101 4x(BM.90)=20 35 0.0011 0 201.08 0.2 1266 20.7 Path No: 27 0020 36.29 0 1 17x(BM.Tee-Run)=17 121.7 150 20.7 1294 36.29 1.3 1.101 4x(BM.90)=20 42 0.0004 0 lx(BM.Tee-Br)=5 163.7 0.1 1294 36.29 0 1 2x(BM.Tee-Run)=2 11.69 150 20.7 1292 36.29 1.3 1.101 2 0.0004 0 13.69 0 1292 36.29 -0.4 1 9x(B M.Tee-Run)=9 61.14 150 20.7 1378 36.29 0.9 1.101 2x(BM.Tee-Br)=10 44 0.0002 0 5x(BM.90)=25 105.14 0.0 1378 20.8 Path No: 28 0022 36.29 0 1 17x(BM.Tee-Run)=17 131.89 150 20.7 1294 36.29 0 1.101 2x(BM.Tee-Br)=10 52 0 0 5x(BM.90)=25 183.89 0 1294 20.7 Path No: 29 0026 36.29 0 1 3x(BM.Tee-Run)=3 45.8 150 20.8 1395 36.29 1 1.101 2x(BM.Tee-Br)=10 13 0.0003 0 58.8 0.0 1395 36.29 0.0 1 7x(BM.Tee-Run)=7 55.39 150 20.8 0031 36.29 1 1.101 2x(BM.Tee-Br)=10 37 0.0003 0 4x(BM.90)=20 92.39 0.0 0031 20.8 Path No: 30 0724 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 24.4 0741 27.17 6.4 1.101 2x(BM.Tee-Br)=10 38 0.0082 0 4x(BM.90)=20 82.31 0.7 0741 27.17 4.8 1 2x(B M.Tee-Br)=10 11.61 150 25.1 0712 27.17 11.1 1.101 10 0.0229 0 21.61 0.5 0712 25.6 File:C:\DWGUUFirestop\The Fields'BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 56 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 31 0722 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 24.8 0741 27.17 4.8 1.101 2x(BM.Tee-Br)=10 36 0.0047 0 4x(BM.90)=20 70.77 0.3 - 0741 25.1 Path No: 32 0119 27.17 0 1 3x(BM.Tee-Run)=3 58.74 150 23.8 0124 27.17 2.5 1.101 1x(BM.Tee-Br)=5 8 0.0014 0 - 66.74 0.1 0124 23,9 Path No: 33 0118 27.17 0 1 17x(BM.Tee-Run)=17 122.95 150 24 0322 27.17 2.2 1.1012x(BM.Tee-Br)=10 47 0.0011 0 4x(BM.90)=20 169.95 0.2 0322 24.2 Path No: 34 0111 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 24.1 0356 27.17 2.3 1.101 2x(BM.Tee-Br)=10 46 0.0012 0 4x(BM.90)=20 168.95 0.2 0356 24.3 Path No: 35 1089 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 29.3 1188 17.92 2.1 1.101 lx(BM.Tee-Br)=5 7 0.001 0 24.77 0.0 1188 17.92 -0.7 1 16x(BM.Tee-Run)=16 122.95 150 29.3 1106 17.92 1.4 1.101 2x(BM.Tee-Br)=10 46 0.0005 0 4x(BM.90)=20 168.95 0.1 1106 17,92 1.7 1 2x(BM.Tee-Run)=2 7.95 150 29.4 1113 17.92 3 1.101 2 0.002 0 9.95 0.0 1113 17.92 1.5 1 lx(BM.Tee-13r)=5 7.13 150 29.4 0431 17.92 4.6 1.101 5 0.0044 0 12.13 0.1 0431 17.92 0.8 1 3x(BM.Tee-Run)=3 58.74 150 29.5 0438 17.92 5.4 1.101 lx(BM.Tee-Br)=5 8 0.0059 0 66.74 0.4 0438 29.9 Path No: 36 1089 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 29.3 1106 17.92 1.7 1.101 5x(BM.90)=25 37 0.0007 0 156.2 0.1 1106 29.4 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright*2002-2012 Tyco Fire Protection Products Page 57 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 37 0827 8.67 0 1 12x(BM.Tee-Run)=12 119.2 150 33.6 0791 8.67 3.9 1.101 5x(BM.90)=25 37 0.0033 0 156.2 0.5 0791 34.1 Path No: 38 0831 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 33.7 0866 8.67 2.9 1.101 lx(BM.Tee-Br)=5 6 0.0019 0 13.95 0.0 0866 33.8 Path No: 39 0316 27.17 0 1 2x(BM.Tee-Run)=2 6.46 150 24.1 0302 27.17 2.8 1.101 2 0.0017 0 8.46 0.0 0302 24.2 Path No: 40 1382 36.29 0 1 8x(BM.Tee-Run)=8 124.28 150 20.8 1394 36.29 0.5 1.101 4x(BM.90)=20 33 0.0001 0 lx(BM.Tee-Br)=5 157.28 0 1394 36.29 0.0 1 17x(BM.Tee-Run)=17 130.07 150 20.8 1452 36.29 0.5 1.101 2x(BM.Tee-Br)=10 52 0.0001 0 5x(BM.90)=25 182.07 0.0 1452 20.8 Path No: 41 1459 36.29 0 1 22x(BM.Tee-Run)=22 187.07 150 20.8 0036 36.29 0.9 1.101 4x(BM.Tee-Br)=20 82 0.0002 0 8x(BM.90)=40 269.07 0.1 0036 20.9 Path No: 42 1167 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 29.3 0412 17.92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0412 29.3 Path No: 43 1153 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 29.3 0415 17.92 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0415 29.3 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 58 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 44 1147 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 29.3 1145 17.92 0.8 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.13 0 1145 17.92 0.7 1 17x(BM.Tee-Run)=17 122.95 150 29.3 1113 17.92 1.5 1.101 1x(BM.Tee-Br)=5 42 0.0006 0 4x(BM.90)=20 164.95 0.1 1113 29.4 Path No: 45 0422 17.92 0 1 4x(BM.Tee-Run)=4 62.96 150 29.5 0431 17.92 0.8 1.101 4x(BM.90)=20 24 0.0002 0 86.96 0.0 0431 29.5 Path No: 46 0527 17.92 0 1 2x(BM.Tee-Run)=2 9.5 150 29.5 0486 17.92 1.2 1.101 1x(BM.Tee-Br)=5 7 0.0004 0 16.5 0 0486 29.5 Path No: 47 0663 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 30.2 0680 17.92 5.1 1.101 2x(BM.Tee-Br)=10 38 0.0054 0 4x(BM.90)=20 82.31 0.4 0680 17.92 3.8 1 2x(BM.Tee-Br)=10 11.61 150 30.7 0651 17.92 8.9 1.101 10 0.015 0 21.61 0.3 0651 31 Path No: 48 0661 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 30.4 0680 17.92 3.8 1.101 2x(BM.Tee-Br)=10 36 0.0031 0 4x(BM.90)=20 70.77 0.2 0680 30.7 Path No: 49 1292 36.29 0 1 6x(BM.Tee-Run)=6 49.64 150 20.7 1285 36.29 0.4 1.101 lx(BM.Tee-Br)=5 11 0.0001 0 60.64 0 1285 20.7 Path No: 50 1395 36.29 0 1 lx(BM.Tee-Br)=5 12.94 150 20.8 1394 36.29 0.0 1.101 5 0 0 17.94 0 1394 20.8 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 59 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psilh) (gpm) (in) (ft) eft) (Psi) (psi) Path No: 51 1188 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 29.3 1145 17.92 0.7 1.101 1x(BM.Tee-Br)=5 6 0.0001 0 1145 13.95 0 29.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.04 ft/s occurs in the following pipe(s): (0636-0592) File:C:\DWG\--Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 60 Job :THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC I 04 psi @ 181.1 gpm(81.1 gpm+100 gpm add,out.hose) 105 7.4.„ 100 -r 95 90 5- 85 80 75 V) 70 ec 65 • 60 to 55 L. so 45 40: 35 30 25 3 20 - 15 10 0?Irrr c, 000 c c c o ocoo o Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 2175(Ames3000SM1, Size = 2) 18.8 17.8 16.8 15.8 14.8 13.8 12.8 a 11.8 ,^ 10.8 • 9.8 7.7 pSi 81.1 .pm co 8 8 o • IP it 7 8 6 8 5.8 4.8 3.8 2.8 1 8 0.8 , cr, Row,gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright()2002-2012 Tyco Fire Protection Products Page 61 Job :THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2176 (Flow Switch, Size = 2) 3 psi@ 81.1 gpm 2.8 23 8 1. U) (1) iI.. 13 0.8 03 0 Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2177 (Gate A2360, Size = 4) 1 546 " 1.046- 0 • 0.546 0 psi @ 81.1 gpm 0046 111.1, 0 0 0 0 Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2o12 Tyco Fire Protection Products Page 62 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 5 Contract No. :2018-TF-005 City-: TIGARD, OR 97223 Project Location: 7840 SW HUNZIKER RD Date:9/10/2018 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) 462 ' /! Coverage per Sprinkler(ft2) 200 " ••`o, ; s- n-Rack ce. Number of Calculated Sprinklers 4 �r��Gn 77506 PDemand(gpm) 0 10-11-2018 Special HeadsOREGON co Hose Streams(gpm) 100 <<,Q 10 (NO L 0 Total Water Required (incl.Hose Streams) (gpm) 181.4 EXPIRA11ON DATE:12/31/18 Required Pressure at Source(psi) 67.3 Type of System Wet Volume-Entire System (gal) 354 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 63 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•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) 81.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.4 Other Required Margin of Safety(%) 0 SRC -Pressure(psi) 67.3 SRC -Flow(gpm) 81.4 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 64 Job:THE FIELDS BUILDING 5 Hydraulic Analysis for : 4 Supply System Demand Add. Out. Hose 1 150 140 4 . I.,1 _ 130l: � m 120 IP- 11. -- . iv ke , t S. , s2 9` 15 1 • 100 3 Cl)� 90 i CI ( D3P : t _„� k _ , cor N 70 k �� g0 _ { i i 50 . 40 � 30 - ;.: � s tm_a 2 D1a , _ i i..1 ? I t 1 10 � r- . 0 ;iu 1.1. 0147•‘,ii . 11111111.111111.r 0111111{i , 110114.e..11- i 0 7080900 00101000300400 50016001700180019002000 2100 2200 2300 240( Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 65 Job :THE FIELDS BUILDING 5 Hydraulic Analysis for : 4 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.4 67.3 D3 System Demand+Add.Out.Hose 181.4 67.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 106.1 36.6 181.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY) (gpm/ft2) (gpm) (psi) (gprrVft2) (gpm) (Psi) 401 Overhead 200 4.9 0.1 20 16.7 0.104 20.7 17.9 Sprinkler 402 Overhead 200 4.9 0.1 20 16.7 0.102 20.5 17.5 Sprinkler 403 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 404 Overhead 200 4.9 0.1 20 16.7 0.101 20.1 16.8 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 66 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 403 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0240 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0240 27.17 -4 1 lx(BM.Tee-Br)=5 16.16 150 14.3 0239 27.17 16.1 1.101 5 0.0451 0 21.16 1 0239 27.17 9.1 1 lx(B M.Tee-Run)=1 6.46 150 15.2 0211 27.17 25.2 1.101 1 0.1039 0 7.46 0.8 0211 27.17 -8.7 1 3x(BM.Tee-Run)=3 9.5 150 16 0172 27.17 16.5 1.101 3 0.0473 0 12.5 0.6 0172 27.17 -7.6 1 l0x(BM.Tee-Run)=10 120.13 150 16.6 0135 27.17 8.8 1.101 lx(BM.Tee-Br)=5 40 0.0149 0 5x(BM.90)=25 160.13 2.4 0135 27.17 12.2 1 lx(BM.Tee-Run)=1 9.25 150 19 0449 17.92 21 1.101 1 0.0741 4 10.25 0.8 0449 17.92 -4.4 1 lx(BM.Tee-Br)=5 9.25 150 23.7 0558 8.67 16.6 1.101 5 0.048 4 14.25 0.7 0558 8.67 -2.2 1 2x(BM.Tee-Run)=2 12.11 150 28.4 0563 8.67 14.4 1.101 lx(BM.Tee-Br)=5 7 0.037 0 19.11 0.7 0563 8.67 3.9 1 2x(BM.Tee-Run)=2 9.5 150 29.1 0565 8.67 18.3 1.101 2 0.0578 0 11.5 0.7 0565 8.67 5.9 1 lx(BM.Tee-Run)=1 6.46 150 29.8 0569 8.67 24.3 1.101 1 0.0969 0 7.46 0.7 0569 8.67 12.8 1 1x(BM.Tee-Run)=1 7.58 150 30.5 0570 8.67 37.1 1.101 1 0.2123 0 8.58 1.8 0570 8.67 -16.4 1 2x(BM.Tee-Run)=2 9.54 150 32.3 0575 8.67 20.6 1.101 2 0.0718 0 11.54 0.8 0575 8.67 -5 1 6x(BM.Tee-Run)=6 34.77 150 33.2 0593 8.67 15.7 1.1012x(BM.Tee-Br)=10 36 0.043 0 4x(BM.90)=20 70.77 3 0593 8.67 16.4 1 lx(BM.Tee-Run)=1 5.94 150 36.2 0592 8.67 32.1 1.101 1 0.1625 0 6.94 1.1 0592 8.67 49.3 1.25 lx(coupling)=1.59 26.75 150 37.3 0636 8.67 81.4 1.394 3x(BM.Tee-Run)=3 16.59 0.2887 0 2x(BM.90)=12 43.34 12.5 0636 8.67 0 2 1x(coupling)=1.23 3.95 120 49.9 FS-O 5.42 81.4 2.157 lx(us.Tee-Br)=12.31 13.54 0.0521 1.4 17.49 0.9 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 67 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) . Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiV) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 FS-O 5.42 0 2 1 0 52.2 Flow Switch FS-I 5.33 81.4 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 55.2 BFP-O 3.21 81.4 2.157 1.23 0.0521 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 56.3 Ames3000SM BFP-I 1.33 81.4 0 0 4.1222 0.81 1.88 7.7 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 64.8 RC 1.17 81.4 2.067 1 0.0641 0.1 2.1 0.1 RC 1.17 0 4 1x(coupling)=1.32 0.17 120 65+ FF 1 81.4 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 65.1 0648 -3.75 81.4 4.3 18.33 0.0014 2.1 23.08 0.0 0648 -3.75 0 4 lx(coupling)=1.94 103.53 150 67.2 0650-0 -3.75 81.4 4.24 lx(us.90)=19.43 21.37 0.0013 0 124.91 0.2 0650-0 -3.75 0 4 0.75 0 67.3 Gate A2360 0650-I -3.75 81.4 0 0 0.0066 0 0.75 0 0650-I -3.75 0 4 1.41 150 67.3 SRC -3.75 81.4 4.24 0 0.0013 0 1.41 0 SRC 67.3 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 68 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 2 404 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.8 0245 27.17 20.1 1.101 lx(BM.90)=5 10 0.0684 -3.8 19.33 1.3 0245 27.17 4 1 2x(BM.Tee-Run)=2 23.47 150 14.4 0119 27.17 24.1 1.101 2 0.0955 0 25.47 2.4 0119 27.17 -11.6 1 lx(BM.Tee-Run)=1 7.13 150 16.8 0118 27.17 12.4 1.101 lx(BM.Tee-Br)=5 6 0.0281 0 13.13 0.4 0118 27.17 -2.8 1 2x(BM.Tee-Run)=2 7.95 150 17.2 0111 27.17 9.6 1.101 2 0.0175 0 9.95 0.2 0111 27.17 -3.1 1 llx(BM.Tee-Run)=11 119.2 150 17.4 0094 27.17 6.6 1.101 lx(BM.Tee-Br)=5 41 0.0086 0 5x(BM.90)=25 160.2 1.4 0094 27.17 8.6 1 lx(BM.Tee-Br)=5 9.25 150 18.8 1089 17.92 15.2 1.101 5 0.0405 4 14.25 0.6 1089 17.92 -5 1 1x(BM.Tee-Br)=5 9.25 150 23.4 0827 8.67 10.2 1.101 5 0.0194 4 14.25 0.3 0827 8.67 -4.1 1 2x(BM.Tee-Run)=2 17.77 150 27.6 0831 8.67 6.1 1.101 lx(BM.Tee-Br)=5 7 0.0076 0 24.77 0.2 0831 8.67 -3 1 17x(BM.Tee-Run)=17 122.95 150 27.8 0791 8.67 3.1 1.101 2x(BM.Tee-Br)=10 47 0.0021 0 4x(BM.90)=20 169.95 0.4 0791 8.67 4.1 1 2x(BM.Tee-Run)=2 7.95 150 28.2 0784 8.67 7.1 1.101 2 0.0101 0 9.95 0.1 0784 8.67 3.5 1 lx(BM.Tee-Br)=5 7.13 150 28.3 0783 8.67 10.7 1.101 5 0.0211 0 12.13 0.3 0783 8.67 2.1 1 3x(BM.Tee-Run)=3 58.74 150 28.5 0569 8.67 12.8 1.101 lx(BM.Tee-Br)=5 8 0.0296 0 66.74 2 0569 30.5 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 69 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 3 402 18.5 4.9 20.5 1 lx(BM.Tee-Br)=5 9.33 150 17.5 0250 27.17 20.5 1.101 lx(BM.90)=5 10 0.0708 -3.8 19.33 1.4 0250 27.17 -9.1 1 lx(BM.Tee-Run)=1 19 150 15.1 0253 27.17 11.3 1.101 1 0.0237 0 20 0.5 0253 27.17 20.7 1 lx(BM.Tee-Run)=1 2.3 150 15.6 0255 27.17 32.1 1.101 1 0.1626 0 3.3 0.5 0255 27.17 -12.7 1 2x(BM.Tee-Run)=2 6.46 150 16.1 0258 27.17 19.4 1.101 1x(BM.Tee-Br)=5 7 0.064 0 13.46 0.9 0258 27.17 -5.5 1 2x(BM.Tee-Run)=2 9.5 150 17 0261 27.17 13.9 1.101 2 0.0346 0 11.5 0.4 0261 27.17 -4.1 1 4x(BM.Tee-Run)=4 34.36 150 17.4 0282 27.17 9.8 1.101 2x(BM.Tee-Br)=10 34 0.0181 0 4x(BM.90)=20 68.36 1.2 0282 27.17 6.8 1 lx(BM.Tee-Br)=5 9.25 150 18.6 0398 17.92 16.6 1.101 5 0.048 4 14.25 0.7 0398 17.92 -6.3 1 lx(BM.Tee-Br)=5 9.25 150 23.3 1047 8.67 10.3 1.101 5 0.0197 4 14.25 0.3 1047 8.67 -4 1 2x(BM.Tee-Run)=2 16.7 150 27.6 1050 8.67 6.3 1.101 lx(BM.Tee-Br)=5 7 0.008 0 23.7 0.2 1050 8.67 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 27.8 1067 8.67 5.1 1.101 2 0.0054 0 11.5 0.1 1067 8.67 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 27.8 0891 8.67 3.8 1.101 2 0.0031 0 8.46 0.0 0891 8.67 -0.5 1 3x(BM.Tee-Run)=3 37.18 150 27.9 0894 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0894 8.67 6.5 1 3x(BM.Tee-Run)=3 24.14 150 28 0898 8.67 9.8 1.101 3 0.018 0 27.14 0.5 0898 8.67 -2.1 1 lx(BM.Tee-Br)=5 6.46 150 28.5 0911 8.67 7.6 1.101 lx(BM.Tee-Run)=1 6 0.0114 0 12.46 0.1 0911 8.67 -1.7 1 18x(BM.Tee-Run)=18 122.39 150 28.6 0565 8.67 5.9 1.101 2x(BM.Tee-Br)=10 48 0.0071 0 4x(BM.90)=20 170.39 1.2 0565 29.8 Path No: 4 401 18.5 4.9 20.7 1 lx(BM.Tee-Br)=5 9.33 150 17.9 0253 27.17 20.7 1.101 lx(BM.90)=5 10 0.0725 -3.8 19.33 1.4 0253 15.6 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 70 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 5 0240 27.17 0 1 lx(BM.Tee-Run)=1 23.33 150 14.3 0245 27.17 4 1.101 4x(BM.90)=20 21 0.0034 0 44.33 0.2 0245 14.4 Path No: 6 0211 27.17 0 1 17x(BM.Tee-Run)=17 122.39 150 16 0125 27.17 8.7 1.101 2x(BM.Tee-Br)=10 47 0.0146 0 4x(BM.90)=20 169.39 2.5 0125 27.17 -3 1 lx(BM.Tee-Run)=1 6.46 150 18.5 0124 27.17 5.7 1.101 1 0.0066 0 7.46 0.0 0124 27.17 11.6 1 lx(BM.Tee-Run)=1 7.58 150 18.5 0724 27.17 17.3 1.101 1 0.052 0 8.58 0,4 0724 27.17 -5.8 1 2x(BM.Tee-Run)=2 9.54 150 18.9 0722 27.17 11.5 1.101 2 0.0244 0 11.54 0.3 0722 27.17 -4.3 1 3x(B M.Tee-Run)=3 35.03 150 19.2 0712 27.17 7.2 1.101 2x(BM.Tee-Br)=10 33 0.0102 0 4x(BM.90)=20 68.03 0.7 0712 27.17 21.4 1 lx(BM.Tee-Run)=1 9.25 150 19.9 0651 17.92 28.6 1.101 1 0.1315 4 10.25 1.3 0651 17.92 15.7 1 lx(BM.Tee-Br)=5 9.25 150 25.3 0591 8.67 44.3 1.101 5 0.2956 4 14.25 4.2 0591 8.67 5 1 lx(BM.Tee-Br)=5 5.67 150 33.5 0592 8.67 49.3 1.101 5 0.36 0 10.67 3.8 0592 37.3 Path No: 7 0172 27.17 0 1 16x(BM.Tee-Run)=16 120.36 150 16.6 0130 27.17 7.6 1.101 2x(BM.Tee-Br)=10 46 0.0114 0 4x(BM.90)=20 166.36 1.9 0130 27.17 3 1 lx(BM.Tee-Run)=1 12.11 150 18.5 0135 27.17 10.7 1.101 2x(BM.Tee-Br)=10 11 0.0212 0 23.11 0.5 0135 19 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 71 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 8 0449 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 23.7 0444 17.92 5.3 1.101 lx(BM.Tee-Br)=5 7 0.0057 0 19.11 0.1 0444 17.92 1.9 1 2x(BM.Tee-Run)=2 9.5 150 23.8 0439 17.92 7.2 1.101 2 0.0101 0 11.5 0.1 0439 17.92 2.7 1 lx(BM.Tee-Run)=1 6.46 150 24 0438 17.92 9.9 1.101 1 0.0183 0 7.46 0.1 0438 17.92 5.8 1 lx(BM.Tee-Run)=1 7.58 150 24.1 0663 17.92 15.7 1.101 1 0.0433 0 8.58 0.4 0663 17.92 -5.3 1 2x(BM.Tee-Run)=2 9.54 150 24.5 0661 17.92 10.4 1.101 2 0.0204 0 11.54 0.2 0661 17.92 -3.9 1 3x(BM.Tee-Run)=3 35.03 150 24.7 0651 17.92 6.5 1.101 2x(BM.Tee-Br)=10 33 0.0085 0 4x(BM.90)=20 68.03 0.6 0651 25.3 Path No: 9 0558 8.67 0 1 lx(BM.Tee-Br)=5 120.13 150 28.4 0943 8.67 2.2 1.101 10x(BM.Tee-Run)=10 40 0.0011 0 5x(BM.90)=25 160.13 0.2 0943 8.67 1.7 1 15x(BM.Tee-Run)=15 120.36 150 28.6 0563 8.67 3.9 1.101 lx(BM.Tee-Br)=5 40 0.0033 0 4x(BM.90)=20 160.36 0.5 0563 29.1 Path No: 10 0570 8.67 0 1 8x(BM.Tee-Run)=8 44.31 150 32.3 0593 8.67 16.4 1.101 2x(BM.Tee-Br)=10 38 0.0471 0 4x(BM.90)=20 82.31 3.9 0593 36.2 Path No: 11 0575 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 33.2 0591 8.67 5 1.101 4x(BM.90)=20 29 0.0052 0 lx(BM.Tee-Br)=5 64.03 0.3 0591 33.5 Path No: 12 , 0119 27.17 0 1 3x(BM.Tee-Run)=3 58.74 150 16.8 0124 27.17 11.6 1.101 lx(BM.Tee-Br)=5 8 0.0249 0 66.74 1.7 0124 18.5 File:C:\DWG\-'Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 72 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 13 0118 27.17 0 1 17x(BM.Tee-Run)=17 122.95 150 17.2 0322 27.17 2.8 1.101 2x(BM.Tee-Br)=10 47 0.0018 0 4x(BM.90)=20 169.95 0.3 0322 27.17 8.3 1 2x(BM.Tee-Run)=2 7.95 150 17.5 0356 27.17 11.1 1.101 2 0.0229 0 9.95 0.2 0356 27.17 3.1 1 lx(BM.Tee-Run)=1 17.77 150 17.7 0094 27.17 14.2 1.101 2x(BM.Tee-Br)=10 11 0.0359 0 28.77 1 0094 27.17 -8.6 1 lx(BM.Tee-Br)=5 10.1 150 18.8 0092 36.29 5.6 1.101 lx(BM.90)=5 10 0.0064 -4 20.1 0.1 0092 36.29 -1.1 1 12x(BM.Tee-Run)=12 145.17 150 14.9 0052 36.29 4.5 1.101 1x(BM.Tee-Br)=5 37 0.0043 0 4x(BM.90)=20 182.17 0.8 0052 36.29 6.7 1 lx(BM.Tee-Run)=1 9.13 150 15.7 0712 27.17 11.3 1.101 1 0.0234 4 10.13 0.2 0712 19.9 Path No: 14 0111 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 17.4 0356 27.17 3.1 1.101 2x(BM.Tee-Br)=10 46 0.0021 0 4x(BM.90)=20 168.95 0.4 0356 17.7 Path No: 15 1089 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 23.4 1188 17.92 2.9 1.101 lx(BM.Tee-Br)=5 7 0.0018 0 24.77 0.0 1188 17.92 -1.2 1 16x(BM.Tee-Run)=16 122.95 150 23.4 1106 17.92 1.7 1.101 2x(BM.Tee-Br)=10 46 0.0007 0 4x(BM.90)=20 168.95 0.1 1106 17.92 2.1 1 2x(BM.Tee-Run)=2 7.95 150 23.5 1113 17.92 3.8 1.101 2 0.0032 0 9.95 0.0 1113 17.92 1.9 1 lx(BM.Tee-Br)=5 7.13 150 23.6 0431 17.92 5.8 1.101 5 0.0068 0 12.13 0.1 0431 17.92 0.1 1 3x(BM.Tee-Run)=3 58.74 150 23.6 0438 17.92 5.8 1.101 lx(BM.Tee-Br)=5 8 0.0069 0 66.74 0.5 0438 24.1 Path No: 16 1089 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 23.4 1106 17.92 2.1 1.101 5x(BM.90)=25 37 0.0011 0 156.2 0.2 1106 23.5 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 73 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 17 0827 8.67 0 1 12x(BM.Tee-Run)=12 119.2 150 27.6 0791 8.67 4.1 1.101 5x(BM.90)=25 37 0.0035 0 156.2 0.5 0791 28.2 Path No: 18 0831 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 27.8 0866 8.67 3 1.101 lx(BM.Tee-Br)=5 6 0.002 0 13.95 0.0 0866 8.67 0.5 1 12x(BM.Tee-Run)=12 122.95 150 27.9 0784 8.67 3.5 1.101 lx(BM.Tee-Br)=5 37 0.0027 0 4x(BM.90)=20 159.95 0.4 0784 28.3 Path No: 19 0250 27.17 0 1 lx(BM.Tee-Br)=5 2.84 150 15.1 0239 27.17 9.1 1.101 5 0.0159 0 7.84 0.1 0239 15.2 Path No: 20 0255 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 16.1 0316 27.17 12.7 1.101 lx(BM.Tee-Br)=5 7 0.0292 0 44.18 1.3 0316 27.17 -4.4 12x(BM.Tee-Run)=2 7.13 150 17.4 0322 27.17 8.3 1.101 2 0.0134 0 9.13 0.1 0322 17.5 File:C:\DWG\-firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright@ 2002-2012 Tyco Fire Protection Products Page 74 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 21 0258 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 17 0302 27.17 5.5 1.101 2x(B M.Tee-Br)=10 36 0.0061 0 4x(BM.90)=20 75.18 0.5 0302 27.17 4.4 1 2x(BM.Tee-Run)=2 9.5 150 17.4 0285 27.17 9.8 1.101 2 0.0182 0 11.5 0.2 0285 27.17 4.1 1 lx(BM.Tee-Run)=1 16.7 150 17.6 0282 27.17 13.9 1.101 2x(B M.Tee-Br)=10 11 0.0348 0 27.7 1 0282 27.17 -6.8 1 lx(BM.Tee-Br)=5 9.13 150 18.6 1266 36.29 7.1 1.101 5 0.0101 -4 14.13 0.1 1266 36.29 -2.2 1 2x(BM.Tee-Run)=2 16.7 150 14.8 1285 36.29 5 1.101 lx(BM.Tee-Br)=5 7 0.0051 0 23.7 0.1 1285 36.29 -1.6 1 2x(BM.Tee-Run)=2 9.5 150 14.9 1378 36.29 3.4 1.101 2 0.0025 0 11.5 0.0 1378 36.29 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 14.9 1382 36.29 2.8 1.101 2 0.0017 0 8.46 0.0 1382 36.29 -1.2 1 3x(BM.Tee-Run)=3 7.13 150 14.9 1452 36.29 1.6 1.101 3 0.0006 0 10.13 0 1452 36.29 -0.5 1 2x(BM.Tee-Br)=10 130.07 150 15 1394 36.29 1 1.101 17x(BM.Tee-Run)=17 52 0.0003 0 5x(BM.90)=25 182.07 0.1 1394 36.29 1.2 1 lx(BM.Tee-Run)=1 12.94 150 15 1395 36.29 2.2 1.101 1 0.0012 0 13.94 0.0 1395 36.29 -0.9 1 7x(BM.Tee-Run)=7 55.39 150 15 0031 36.29 1.3 1.101 3x(BM.Tee-Br)=15 42 0.0004 0 4x(BM.90)=20 97.39 0.0 0031 36.29 3.8 1 2x(BM.Tee-Run)=2 9.54 150 15.1 0036 36.29 5.1 1.101 2 0.0054 0 11.54 0.1 0036 36.29 1.6 1 3x(BM.Tee-Run)=3 35.03 150 15.1 0052 36.29 6.7 1.101 2x(BM.Tee-Br)=10 33 0.009 0 4x(BM.90)=20 68.03 0.6 0052 15.7 Path No: 22 0261 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 17.4 0285 27.17 4.1 1.101 2x(BM.Tee-Br)=10 36 0.0036 0 4x(BM.90)=20 75.18 0.3 0285 17.6 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 75 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 23 0398 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 23.3 1167 17.92 3.9 1.101 lx(BM.Tee-Br)=5 7 0.0033 0 23.7 0.1 1167 17.92 -0.7 1 2x(BM.Tee-Run)=2 9.5 150 23.4 1153 17.92 3.2 1.101 2 0.0023 0 11.5 0.0 1153 17.92 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 23.4 1147 17.92 2.6 1.101 2 0.0015 0 8.46 0.0 1147 17.92 -0.8 13x(BM.Tee-Run)=3 37.18 150 23.4 0418 17.92 1.8 1.101 lx(BM.Tee-Br)=5 8 0.0008 0 45.18 0.0 0418 17.92 3.8 1 2x(BM.Tee-Run)=2 24.14 150 23.4 0422 17.92 5.6 1.101 1x(BM.Tee-Br)=5 7 0.0063 0 31.14 0.2 0422 17.92 -0.1 1 lx(BM.Tee-Run)=1 6.46 150 23.6 0527 17.92 5.5 1.101 1 0.0062 0 7.46 0.0 0527 17.92 -2.7 1 3x(BM.Tee-Run)=3 9.5 150 23.7 0486 17.92 2.8 1.101 3 0.0017 0 12.5 0.0 0486 17.92 -0.9 1 17x(BM.Tee-Run)=17 120.36 150 23.7 0444 17.92 1.9 1.101 2x(BM.Tee-Br)=10 47 0.0009 0 4x(BM.90)=20 167.36 0.1 0444 23.8 Path No: 24 0398 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 23.3 0412 17.92 2.4 1.101 1x(BM.Tee-Br)=5 30 0.0014 0 4x(BM.90)=20 64.36 0.1 0412 17.92 0.7 1 2x(BM.Tee-Run)=2 9.5 150 23.4 0415 17.92 3.1 1.101 2 0.0022 0 11.5 0.0 0415 17.92 0.6 1 lx(BM.Tee-Run)=1 6.46 150 23.4 0418 17.92 3.8 1.101 lx(BM.Tee-Br)=5 6 0.0031 0 12.46 0.0 0418 23.4 Path No: 25 1047 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 27.6 1026 8.67 4 1.101 lx(BM.Tee-Br)=5 30 0.0034 0 4x(BM.90)=20 64.36 0.2 1026 8.67 1.2 1 2x(BM.Tee-Run)=2 9.5 150 27.8 1023 8.67 5.2 1.101 2 0.0056 0 11.5 0.1 1023 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 27.9 0894 8.67 6.5 1.101 lx(BM.Tee-Br)=5 6 0.0084 0 12.46 0.1 0894 28 File:C:\DWG\'-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 76 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 26 1050 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 27.8 1026 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1026 27.8 Path No: 27 1067 8.67 0 16x(BM.Tee-Run)=6 39.18 150 27.8 1023 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 1023 27.9 Path No: 28 0891 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 27.9 0866 8.67 0.5 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0866 27.9 Path No: 29 0898 8.67 0 1 4x(BM.Tee-Run)=4 62.96 150 28.5 0783 8.67 2.1 1.101 4x(BM.90)=20 24 0.0011 0 86.96 0.1 0783 28.5 Path No: 30 0911 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 28.6 0943 8.67 1.7 1.101 lx(BM.Tee-Br)=5 7 0.0007 0 16.5 0.0 0943 28.6 Path No: 31 0125 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 18.5 0130 27.17 3 1.101 2 0.0021 0 11.5 0.0 0130 18.5 Path No: 32 0724 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 18.9 0741 27.17 5.8 1.101 2x(BM.Tee-Br)=10 38 0.0068 0 4x(BM.90)=20 82.31 0.6 0741 27.17 4.3 1 2x(BM.Tee-Br)=10 11.61 150 19.5 0712 27.17 10.1 1.101 10 0.0192 0 21.61 0.4 0712 19.9 File:C:\DWG\'-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 77 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 33 0722 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 19.2 0741 27.17 4.3 1.101 2x(BM.Tee-Br)=10 36 0.004 0 4x(BM.90)=20 70.77 0.3 0741 19.5 Path No: 34 0663 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 24.5 0680 17.92 5.3 1.101 2x(BM.Tee-Br)=10 38 0.0057 0 4x(BM.90)=20 82.31 0.5 0680 17.92 3.9 12x(BM.Tee-Br)=10 11.61 150 24.9 0651 17.92 9.2 1.101 10 0.016 0 21.61 0.3 0651 25.3 Path No: 35 0661 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 24.7 0680 17.92 3.9 1.101 2x(BM.Tee-Br)=10 36 0.0033 0 4x(BM.90)=20 70.77 0.2 0680 24.9 Path No: 36 0092 36.29 0 1 2x(BM.Tee-Br)=10 18.75 150 14.9 1459 36.29 1.1 1.101 lx(BM.Tee-Run)=1 11 0.0003 0 29.75 0 1459 36.29 0.5 1 22x(BM.Tee-Run)=22 187.07 150 15 0036 36.29 1.6 1.101 3x(BM.Tee-Br)=15 77 0.0006 0 8x(BM.90)=40 264.07 0.2 0036 15.1 Path No: 37 1188 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 23.4 1145 17.92 1.2 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.95 0 1145 17.92 0.8 1 17x(BM.Tee-Run)=17 122.95 150 23.4 1113 17.92 1.9 1.101 lx(BM.Tee-Br)=5 42 0.0009 0 4x(BM.90)=20 164.95 0.1 1113 23.6 Path No: 38 0316 27.17 0 1 2x(BM.Tee-Run)=2 6.46 150 17.4 0302 27.17 4.4 1.101 2 0.004 0 8.46 0.0 0302 17.4 File:C:\DWG\--Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 78 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psis/z) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 39 1266 36.29 0 1 15x(BM.Tee-Run)=15 166.08 150 14.8 0015 36.29 2.2 1.101 4x(BM.90)=20 35 0.0011 0 201.08 0.2 0015 36.29 -0.7 1 lx(BM.Tee-Br)=5 9.13 150 15 0135 27.17 1.5 1.101 lx(BM.Tee-Run)=1 6 0.0005 4 15.13 0 0135 19 Path No: 40 1285 36.29 0 1 7x(BM.Tee-Run)=7 49.64 150 14.9 1292 36.29 1.6 1.101 lx(BM.Tee-Br)=5 12 0.0006 0 61.64 0.0 1292 36.29 0.6 1 2x(BM.Tee-Run)=2 11.69 150 14.9 1294 36.29 2.2 1.101 2 0.0011 0 13.69 0.0 1294 36.29 -1.1 1 17x(BM.Tee-Run)=17 131.89 150 15 0022 36.29 1.1 1.101 2x(B M.Tee-Br)=10 52 0.0003 0 5x(BM.90)=25 183.89 0.1 0022 36.29 1.8 1 lx(BM.Tee-Run)=1 6.46 150 15 0026 36.29 2.9 1.101 1 0.0019 0 7.46 0.0 0026 36.29 0.9 12x(BM.Tee-Run)=2 7.58 150 15 0031 36.29 3.8 1.101 2 0.0031 0 9.58 0.0 0031 15.1 Path No: 41 1378 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 14.9 1292 36.29 0.6 1.101 2x(BM.Tee-Br)=10 44 0.0001 0 5x(BM.90)=25 105.14 0.0 1292 14.9 Path No: 42 1382 36.29 0 1 8x(BM.Tee-Run)=8 124.28 150 14.9 1394 36.29 1.2 1.101 4x(BM.90)=20 33 0.0004 0 lx(BM.Tee-Br)=5 157.28 0.1 1394 15 Path No: 43 1452 36.29 0 1 lx(B M.Tee-Run)=1 7.95 150 15 1459 36.29 0.5 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.95 0 1459 15 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 79 Job :THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Path No: 44 1395 36.29 0 1 3x(BM.Tee-Run)=3 45.8 150 15 0026 36.29 0.9 1.101 lx(BM.Tee-Br)=5 8 0.0002 0 53.8 0.0 0026 15 Path No: 45 1167 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 23.4 0412 17.92 0.7 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0.0 0412 23.4 Path No: 46 1153 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 23.4 0415 17.92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0415 23.4 Path No: 47 1147 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 23.4 1145 17.92 0.8 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.13 0 1145 23.4 Path No: 48 0422 17.92 0 1 3x(BM.Tee-Run)=3 62.96 150 23.6 0431 17.92 0.1 1.101 lx(BM.Tee-Br)=5 28 0 0 4x(BM.90)=20 90.96 0 0431 23.6 Path No: 49 0527 17.92 0 1 16x(BM.Tee-Run)=16 122.39 150 23.7 0439 17.92 2.7 1.101 2x(BM.Tee-Br)=10 46 0.0017 0 4x(BM.90)=20 168.39 0.3 0439 24 Path No: 50 0486 17.92 0 1 llx(BM.Tee-Run)=11 120.13 150 23.7 0449 17.92 0.9 1.101 5x(BM.90)=25 36 0.0002 0 156.13 0.0 0449 23.7 Path No: 51 0015 36.29 0 1 2x(BM.Tee-Run)=2 12.11 150 15 0020 36.29 0.7 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 19.11 0 0020 36.29 1.1 1 2x(BM.Tee-Run)=2 9.5 150 15 0022 36.29 1.8 1.101 2 0.0008 0 11.5 0 0022 15 File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Are Protection Products Page 80 Job:THE FIELDS BUILDING 5 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi1/2.). (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 52 1294 36.29 0 1 16x(BM.Tee-Run)=16 121.7 150 15 0020 36.29 1.1 1.101 lx(BM.Tee-Br)=5 41 0.0003 0 4x(BM.90)=20 162.7 0.1 0020 15- * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.1 ft/s occurs in the following pipe(s): (0636-0592) File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 81 Job:THE FIELDS BUILDING 5 Device Graphs Pressure vs. Flow Function I I I I I I Design Area: 4; Supply Ref.: SRC; Supply Name:SRC 04 psi @ 181.4 gpm(81.4 gpm+100 gpm add.out,hose)k, 100 95 90 85 80 75 1:2(5 70 6 65 '5 60 to w 0- 45 - 40 - 30 - 20 15 - - 10 . - — 0 4-rrrrr.-,r/..TT 0 0 0 0 0 0 0 0 0 0 '0 0 0 0 0 0 0 0 , ..o N 00 CA 0 0 ,-4 Row,gpm Pressure Loss Function Design Area: 4; BFP Ref: 2175(Ames3000SM1, Size = 2) 18 8: -- — 17 8: i 1 16 8: 15 8: i f _ 14 8: 13 8: 0 121.8 8: 4 ' a 1 : 0- 10.8 1.... M ti) 4 9 8 - ------- 7.7 psi @ 81.4 gpm ~ to 8.8- .42 1 a. 78 5 81 - 2.8 .: 1.8 i i 0 8 Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright @ 2002-2012 Tyco Fire Protection Products Page 82 Job :THE FIELDS BUILDING 5 Device Graphs Pressure Loss Function Design Area:4; Valve Ref.: 2176 (Flow Switch, Size = 2) 1 3psi @81.4gpm 2.8 2.3 CO O. d 1 8.' 1 7 U) U) G) n 1.3 0.8 0.3 o N p to 0 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2177 (Gate A2360, Size = 4) 1 i ,.546- U, ai E 1.046 co a 0.546- opprPrA1111 Opsi@81.4gpm 0.046 -.-- ...�... O O O O F 7 V N Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 5\The Fields BLD 5 FP.dwg Date 9/10/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 83 ES-A-3000BM1 1, i Job Name Contractor Job Location _ Approval Engineer Contractor's P.O. No. Approval Representative Residential Fire Sprinkler Double Check Detector Backflow � � � � Prevention Assembly calir Sizes: 2" (50mm) Series 3000B Double Check Detector Assembly are designed to protect drinking water supplies from dangerous cross-connections 30008M1-0SY-GPM 3000BM1-FP-GPM in accordance with national plumbing codes and water authority regulations for non-potable service applications such irrigation, fire line,or industrial processing.The Series 3000B is ideal for use on non-health hazard fire protection systems to detect leaks or Specifications unauthorized water usage. The Series 3000BM1 consist of a line valve body composed Modular check design concept facilitates maintenance and of two(2)independently acting approved poppet-type check assembly access.All sizes are standardly equipped with resilient modules with replaceable seats and disc rubbers.Servicing of both seated OSY shutoff valves and 5/a"x 3/4"(16 x 19mm)meter. check modules do not require any special tools and are accessed Features via a single top entry cover.The device can be fitted with either approved UL Listed OS&Y Gates or Slow-Turn Gear Operated Ball Main Valve: Valve Assemblies and contains properly located resilient seated test • Gear Operated Ball Valve Shutoffs with Pre-Wired Tamper cocks along the main valve body. Switches(2) The auxiliary bypass line contains a 5/s"x 3/4"(16 x 19mm)Water Meter that complies with ANSVAWWA Standard C700 coupled • Compact Design for Ease of Installation with an approved double check assembly(DC).The bypass line • Inline Serviceable Assembly is design to detect leaks or unauthorized water usage of the • No Special Tools Required for Servicing fire system while protecting against possible backpressure and backsiphonage conditions for non-health hazard(i.e.,pollutant) • Captured Modular Spring Loaded Checks application. • Field Replaceable Seats&Discs • Field Replaceable Auxiliary Bypass Line&Components Typical Installation Auxiliary Bypass: The Series 3000BM1 is typically installed for service on com- • Compact Bypass Design; Remains within Main Valve mercial fire sprinkler systems. It is recommended this device is Assembly Profile installed after a water meter and/or main line isolation shutoff valve with installation techniques that comply with the latest edition • Inline Serviceable'/" Backflow Assembly of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product Field Replaceable Seats&Discs installation and safety information available or the experience of • a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing,in the experience of a trained product installer.You are required to United States.Before installing standard material product,consult thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICE »= Inquire with governing authorities for local installation requirements Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, FIRE&WATERWORKS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Approvals-Standards Configurable Options (Prefix-Suffix) •Approved by the Foundation for Cross-Connection Control and Suffix Hydraulic Research at The University of Southern California OSY: UL/FM Approved OS&Y Gate Valves(ANSI/AWWA C515 (FCCCHR-USC) Compliant) •ASSE 1048 Listed FP:UL Approved Gear Operated Ball Valves • UL Classified(US&Canada) CFM: Cubic Feet per Minute 5/8"x 3/4"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5'S x 3/4"Water Meter(ANSI/AWWA •AWWA Standard C510 Compliant C700 Compliant) •CSA B64.5 LF: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY • NFPA 13, 14, 15, 16, 20, 22&24 Compliant LM: No Water Meter Installed in Auxiliary Bypass Line • End Connections Gear-Operated Ball Valves—National Pipe Thread Taper ANSI/ASME B1.20.1 Example Ordering Descriptions • End Connections OS&Y Gate Valves—Compliant to ASME 2"3000BM1-OSY-GPM- Fitted with OS&Y Shutoff&Gallon per B16.1 Class 125&AVWVA Class D Flange Minute Water Meter �`psss,1,,O 2"3000BM1-FP-CFM -Fitted with Gear Operated Shutoff& 0 Pc Cubic Feet per Minute Water Meter C 0 US Approved C 1048 OSY Friction Loss Gate Valves Friction loss chart identifies valve performance based upon rated Assembly Flow Orientation water Velocity up to 20fps • Horizontal-Approved by FCCCHR-USC,ASSE, UL, FM, •Maximum service flow rate is determined bymaximum rated IAPMO/cUPC Velocity of 7.5fps. •Vertical Up-Approved by FCCCHR-USC,ASSE, UL, FM, •AWWA Manual M-22(Appendix C)recommends that the maxi- IAPMO/cUPC mum water Velocity in the services be not more than 10fps. Material Specifications • UL flow rate is determined by typically rated Velocity of 15 fps. • Body: Cast Bronze ASTM B584 • Elastomers: Silicone psi Rated Flow 100%Rated Flow 'UL Rated Flow • 0-Rings: EPDM 22 I I I 20 • Check Modules: Engineered Plastics — 18 i i I Pressure Specifications 2 ;4 1 I 1 I 1 • Max.Working Pressure: 175 psi ii 12 I I I • Min.Working Pressure: 10 psi a 10 I I I • Hydrostatic Test Pressure: 350 psi o s I I I • Hydrostatic Safety Pressure Rating: 700 psi a 4 Temperature Specifications o I . . • Continuous Operating Range:33°F 110°F(0.5`C 43°C) 0 20 40 60 80 100 120 140 160 180 200 220 240 260 gpm 76 152 228 303 378 454 530 606 680 757 833 908 984 Ipm • Intermittent Operating Range up to 140°F(60°C)Must not 7.5 16.3 24.5 fps exceed 12 hour duration Dimensions — Weights I 1 rn m .1. .1. _ _�-01 QJo-1 �� _ ��� VJ g �_ ill Ih l D(Open) I�Iln.�wr',till IL MODEL SIZE(DN) DEMINSIONS WEIGHT A B _ C D _ IN. MM IN. MM IN. MM IN. MM IN. MM LBS. KGS. 3000BM1-0SY 2 50 22% 575 109/16 268 1113/6 300 1312 343 85 38.6 30008M1-FP 2 50 187 479 87/8 225 1113A6 300 41/4 108 35 15.8 fkv A FIRE&WATERWORKS A WATTS Brand USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES-A-3000B-M1 1816 ©2018 Ames Fire&Waterworks 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 _ t9 ` 3 i mercial sprinkler systems and in NFPA flexible hose connected to the mani- � � � � ;, r�. ; ��� 13D/13R residential sprinkler systems fold drain outlet(Ref. Figure 5), reduc- -* as follows: ing system pressure to 175 psi. NFPA 13* 1,.,,,, r,,, ,..„„.,. ,,... • 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 a 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 authori0 - NFPA 13R ties having jurisdiction.Failure to do so • 1-1/2 Inch (DN40) may impair the performance of these ,,:,,',,,,.41..,, . .,..,::q Male Thread x Female Thread devices. • 2 Inch (DN50) The owner is responsible for main- Groove x Groove taining their fire protection system and devices in proper operating con- 'Although the Riser Manifold described in this techni- dition. Contact the installingtrac- cal data sheet is intended for NFPA 13 sprinkler sys- con tems,it may be used for NFPA 13D or 13R residential tor or product manufacturer with any sprinkler systems,where a test orifice of 2.8K or 4.2K questions. is acceptable. �. �; The variety of sizes and grooved end Technical connections allow cost effective and easy transition to check valves,control Data valves, and system piping. The Model RM-1 Riser Manifolds may be installed Approvals either horizontally (flow switch on top) UL and ULC Listed or vertically(flow going up)orientation, FM Approved for both single sprinkler rises and floor Listed by California State Fire Marshall control in high-rises. Maximum Working Pressure 300 psi(20,7 bar) Test Orifice 1-3 Inch(DN25-DN80)Manifolds:2.8K 4-6 Inch(DN100-DN150)Manifolds:4.2K Finish Red Painted Page 1 of 8 FEBRUARY 2017 TFP963 TFP963 Page 2 of 8 Nominal NO DESCRIPTION P/N Nominal End Nominal Dimensions Drain 1 300 psi/2000 kPa Riser Connections Inches Size Water Pressure Gauge..90050001 Size (mm) Inches 2 Test and Drain Valve, Inches (DN) Model TD-1: (DN) 1-1/2-3 Inch Inlet Outlet A B C D E F G H (DN40-DN80) S1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 1-1/ze ",2Man.8Kds, (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) 1-1/4",2.8KOrifice A61G0420 4-6 Inch 2 Groove Groove 13 18 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 (DN100-DN150) (50) (330) (457) (53) (143) (213) (388) (111) (32) Size Manifolds, 2",4.2K Orifice A61 G0601 2-1/2 Groove Groove 13 18-1/16 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 3 Flow Switch,VSR-M: (65) (330) (460) (53) (143) (213) (388) (111) (32) 1-1/2"(DN40) 91144815 3 13 18-1/16 2-1/16 5-7/8 8-5/8 15-3/4 4-3/8 1-1/4 2"(DN50) 91144802 (80) Groove Groove (330) (460) (53) (150) 2-1/2"(DN65) 91144825 (219) (400) (111) (32) 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 IIOUTLET 1 �� it OPTIONAL �A PRESSURE I� �0' i' RELIEF TRIM 44.0.-• CONNECTION I`M► (I0 _ toPit" 3,4 LAIIII .,) 1 :,,, 11" ' i rl . MEM1 P'd IRI ) iILIIL I! I lid Mi. mum INLET C M M I G H D E - - F " FIGURE 1 MODEL RM-1 COMMERCIAL RISER MANIFOLDS 1-1/2-6 INCH(DN40-DN150) TFP963 Page 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1" NPT 1 CONNECTION (FEMALE) • `-I toil ill' xi_ 2 NO DESCRIPTION P/N il i 10" 1 1„ 1 300 psi/2000 kPa � p Water Pressure Gauge..90050001 (254 mm) ay,,- * 1 (280 mm) 2 gall Valve,1"(DN25)....97111603 _I� o 1111111 _E, `pJ 3 Flow Switch,VSR-M, �I 1"(DN25) 91144801 1 nommil ��� I 4 Field Replaceable 1 Retard/Switch 91144800 - I2-1/2" NPT (64 mm) DRAIN 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 PRESSURE 1 ' RELIEF TRIM NPT (FEMALE) CONNECTION (FEMALE) 13-1/4" / (337 mm) NO DESCRIPTION P/N it mon .4 10" 1 300 psi/2000 kPa (254 mm) „ill ' billi 1 till � Water Pressure Gauge..90050001 2 2 Ball Valve,1"(DN25)....97111603 p 3 Flow Switch,VSR-M,1-1/2"(DN40) 91144815 7/16" 4 Field Replaceable(11 mm) '�1,- , Retard/Switch 91144800 M ti � � { 3-7/8" y 3-7/8" _ (100 mm} -.- 3,4 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 A. lir PRESSURE IMMO 0 f>t RELIEF TRIM 4440. CONNECTION m 16" 111: 1 (406 mm) NO DESCRIPTION P/N 13" , 1 300 psi/2000 kPa (330mm) � 2 Ball Vavesiu(DN25).e..90710110001 603 23 Flow Switch,VSR-M, e r 2"(DN50) 91144802 I — ���III 4 Field Replaceable Retard/Switch 91144800 •jji . 1/2" - _11b (13 mm) IILA ( MI ��' 111111M I _� --- 1 y 3-7/8" y 4-1/8" _. 3,4 (100 mm) 1" (105 mm) 2' NPT 5" (GROOVED) DRAIN (127 mm)- 11-7/8" (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Manifold Notes: Step 1. Install the manifold body with Where applicable pipe thread sealant the flow arrow pointing in the down is to be applied stream position using threaded con- nections and/or listed mechanical non-hardening pipe thread sealant is grooved connections,as applicable. TYCO Model RM-1 Riser Manifold recommended. must be installed in accordance with Never remove any piping component Step 2. Connect the drain line and on this section. nor correct or modifycommercial manifolds set the Model any piping defi- TD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing position or on residential manifolds installed either horizontally(flow switch and draining the system. close the drain valve. on top)or vertically(flow going up).The Provisions for an alarm test flow on inlet of the Riser Manifold may be con- Residential Models must be made. Step 3. Refer to Figure 6 for wiring nvected directly to a shut-off control The alarm test flow is to be through guidance.All wiring must be performed an orifice having a flow capacity equal in accordance with the authority having to or smaller than the smallest orifice jurisdiction and/or the National Electri- sprinkler in the system. One of two cal Code. options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an Inspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5 of 8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT 1001184-01 175 psi,1/2"NPT 1001184-01 2 1/2"x Close Nipple 1001023-01 MODEL RM-1 2 1/2"x Close Nipple,Qty 2...1001023-01 3 Flexible Hose: COMMERCIAL 3 Flexible Hose,1/2"x 16"....1001266-03 1-1/2-3 Inch(DN40-DN80) RISER MANIFOLD 4 Figure 815 Threaded Size Manifolds, 2 Reducing Tee, 1/2"x 24" 1001266-02 1 1"x 1"x 1/2"NPT 1001259-07 4-6 Inch folds,(DN100-DN150) . ^ 45 1"x Close Nipple 1001025-01 Size Manifolds, 1/2"x 30" 1001266-01 4 Figure 323 Reducing Tee, MODEL RM-1 Grooved x NPT Threaded: �� 1-1/2-3 Inch(DN40-DN80) � ��. RESIDENTIAL Size Manifolds, ��. �� RISER MANIFOLD 1-1/4"x 1-1/4"x 1/2" 3231305GS f�j�� 2 4-6 Inch(DN100-DN150) y 1 Size Manifolds, 2"x 2"x 1/2" 3232005GS �l� '�l *Ai 5 Figure 577 Rigid Grooved /" �«��� �"�� U Coupling: 3 / r (4" 1-1/2-3 Inch(DN40-DN80) 5 / * � � Size Manifolds, 4 v� ,,1 1-1/4" 57713AGCP �' 3/ )� 4-6 Inch(DN100-DN150) \ Size Manifolds, 2" 57720AGCP 2 5 1 1 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 Reef• sure relief trim components described 5 for pressure relief trim components li 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 as applicable and install 1 inch x Close Notes: Step 4. Disconnect drain piping from 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 ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out test and drain valve to DRAIN or open residential drain valve to relieve resid with pressure relief valve outlet port. let as necessary. ual pressure and drain system. Make Reconnect drain piping to Figure 323 Nip- certain that drainage water will not tee drain outlet as necessary. Step 5. Install 1/2 inch x Close tlet cause any damage or injury. Note: Refer to Technical Data Sheet port ples andninin prFigure 815essure ereducing f valve utee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. for other requirements when closing a installation and assembly instructions. fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female endStep 6. Install slHosele onto 1/2 inchbx 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 '''''•��N` SEPARATE permitted to be looped around �i1 CONDUCTORS CLAMPING the terminal and serve as two `� PLATE separate connections.The TERMINAL `� wire must be severed to serve ` INCOMING \\; `� as two separate connections, `x�1 thereby providing supervision �� of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLENISUAL ADDRESSABLE NEUTRAL ANNUNCIATOR MODULE WHITE WHITE BLACK —®� =w 1 CC LU J Oml BLACK F-CO (LINE/HOT) w U Z aoz o <z 00 00 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 NC COM COM NC NO /nn1 /nn� /ni,A ® /",�,� NOTE: �>�:<J� 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 O i # Awo o �. "Io ;�; co TCO 0,7-,',, iii947 1531 iii• OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED I • ON DETENT ON DETENT ON DETENT �■ ill �I�r Tm _ �� • •= • •. .• MODEL TEST AND �i Q � (1�� DRAIN is MN ill U VALVE �� °o 07.1 ro .1111111•1110 OO 0. TCO o III 1 I9 0 �1 kid o/- SIGHT FLOW CIZEN11:) CEIIIM"---1----"*-Th-1111 (IMEI 1 it tam N ..--- -.....,Wily _...-_-_—_-_.......V. „L. ,.- • DRAINN U SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD TD-1 TEST AND DRAIN VALVE OPERATION Care and standards of any authority having juris- of the NFPA,and any impairment must Maintenance Contact the installing contrac- be immediately corrected: Maintenance for 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 ores- 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 toring 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 signal station to which the alarms are Drain valve on commercial models. The owner is responsible for the 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 1400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. Nen TEFLON is a registered trademark of DuPont Fire Protection Products FireLocklk Check Valves c uL us <> Ed's LPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717–cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE–cULus, FM,VdS, LPCB -- — The FireLock Series 717 Check Valve and Series 717H High Pressure Check Valves are CAD- — -- designed for hydrodynamic efficiency and available in 2750mm–3"/80mm(Series 717H)and 21/2"/65mm–12"/300mm(Series 717)sizes. Series 717H valves are cUlus Listed and FM Approved for service up to 365psi/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 (iv=-a^iss-8o 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) it 1 Approval/Listing Service Pressures 1' Series 717H - Size cULus FM LPCB Vds 2750mm upro365p,i/2517kPa up to 365psv2517kPa up to 365 psi/2517kPa 1 up to 365 psi/2517kPa 21/2"/65mm up to365psi/2517kPa upta365psi/251/kPa up to 365 psi/2517kPa up to 365 ps/2517 kPa 761 mm up to 365 psi/2517kPa up to 365 psi/2517 kPa up to 365psi/2517kPa i up to 365 psi/2517 kPa Series 717H High Pressure Check Valve 3780 mm up to 365 ps/217 kPa up to 365 psi/2517 kPa 1. up to 3 ui/2517 kPa up to 365 psi/2517 kPa (2-3750-80 mm) 47100 mm n /s /a Na 57125 Na _.... _. n7a � Na 1397rnm _.[ Na n/a Na 1 .n/a 67150 mm , rva Naa r✓a Na 1651 mm n/a N Na . .. _....._._- . Na 87200 mm n/a Ma ; Na ..— _. Na 107250mm Na _.. Na Na n/a 127300 mm , rua Na , Na_.. Na Series 717 2750mm n/a n/a n/a Na 21/2765 mm '. up to 250 psi/1725 kPa n/a up to 365 psi/2517 kPa n/a 761 mm up to 250 psVI/25 kPa n/a up to 36b psi/2517 kPa ' up to 16bar/232 psi 3"/80 mm j up to 250 ps/1725 kPa n/a - up to 365 psi/2517 kPa up to 16bar/232psi 47100mm i up to 365ps2517kPa up to 365 psi/2517 kPa 1 upto365psi/2517kPa _ uptol6bar/232psi _ 57125 mm up Jo 365psi2517 kPa up to 365 psr/2517 kPa f up to 365 psi/2517 kPa n/a 139.7mm up to 365 psV2517 kPa up to 365 ps/2517 kPa up to 365 psi/2517 kPa up to16bar/232psi 6'%150 mm ' up to 365 psi/2517 kPa up to 365 psi/2517kPa up to 365 psi/2517kPa u epes)65psV2517kPa upt0l Spsi/2a up to 365 psi/2517 kPa it 87200mm up to 365psi2517kPa up to 365 psi/2517 kPa up to 348 psi/2400 kPa uptol6bar/232psi 107250mm up to 250 psV1725 kPa up to 250 psi/1725 kPa up to 1725 kPa/250psi n/a 127300mm up to 250 psV1725 kPa j up to 250 psi/1725 kPa ; up to 1725 kPa/250 psi i 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. ✓ctaullca REV_P 10.08_1 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 DIMENSIONS-Series 717 i�- Approx. A-n .4--6 ){ Size Dimensions-Inches/millimeters Wgt.Ea. MITIREALAIOWO n O W 5 A ,� } ry. Ia. TYPICAL 2rh-3"/65-SOMM 21 2.875 3.88 426 3.57 _ ! 3.6_ 65 730 ( 99 108 J 91 I, .._ I 16 76.1 mm 3.000 3.88 4.26 j 3.57 . 3.6 -�.R1.6 �A 76.1 I 99 108 [ 91 - • - - - - ��� 3 3.500 425 • 5.06 E 4.17 .- .-_ --.--� -"y` --_ ..._. - [ ,I1& T ��� 4 80 88.9 108 129 - - . 106 ( j 2.0 , i-(II� �IIIII� 4 4.500 = 9.63 6.00 3 88 _ 2.75 3.50 2.00 4.50 3.50 , 3.35 200 \`�// 100 114.3 i 245 152 99 70 �, 89 51 ( 114 89 i 85 91 E ..-/- 111 5.563 I 10.50 6.80 t 4.50 417 2.1 5A8 408 398 27.0 K� O I 141.3 I 267 173 114 106 55 1 149 104 101 123 4-B---s / 139.7mm 5.500 10.50 6.80 4.50 - 417 • 2.15 ( 5.88 408 398 270 a) 1/2.NPT Upstream Drain 139.7 267 173 114 106 55 1 149 104 101 123 O 1"NPT Downstream Drain 6 6.625 ; 11.50 8.00 5.00 ' ; 4.50 238 6.67 4.73 3.89 38.0 0 2"NPT(Drain Optional) 150 168.3 ` 292 203 127 - I 114 61 169 120 99 17.2 TYPICAL 4-87100-200 MM 165.1 mm 6.500 1 11.50 8.00 5.00 - i 4 50 238 ( 6.67 4.73 ` 3.89 38.0 1651 I 292 203 127 I 114 61 . 169 120 ! 99 172 8 8.625 ! 1400 988 606 505 15.65 2.15 885 565 575 64.0 A 11 200 219.1 1 356 251 154 128 1 144 55 225 144 146 290 Uj � T 1mp.,.,:i" p. 10.750 1700 1200 709 596 669 2.15 1092 6.73 _ 1000 P250273 0 432 305 180 151 170 55 277 171 45 4 i 0��§-fillillf 1212.750 19.50 14.00 , 8 06 6 91 Z64 2.51 12.81 773 _ 140.0 300 323.9 • 495 356 =' 205 176 f 194 64 925 196 ; : 63.5 KSI f2i O ,-B -r.J:t- 01 1/2"NPT Upstream Drain ®W NPT Downstream Drain TYPICAL 10-127250-300 MM imiii DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.Ea. A .---B--. .,l�C � �i ,VIII 4.11 . 2 8.66 646 323 48 302 280 425 10.7 WV 60.3 219.8 164.1 . 82.1 375 767 710 1080 • 49 ��� 4. 27h 937 6.94 , 3.31 166 3.40 338 I 438 I 13.8 i73 238.0 176.3 84.1 42.2 86.4 85.9 111.3 ' 6.3 R F1 {-. 76'1 mm 937 694 331 166 3.40 338 - - I 438 13.8 238.0 176.3-4 841 422 86.4 ' 859 i --- 111 3 ".' 6.3 TYPICAL 2"/60.3 mm-3"/88.9 mm - --. ......_._....,r.._,,._........._ _ .._,-. .1._......._ 3 , 9.62 744 1 333 191 3.65 3.38 463 1 200 88.9 244.3 ' 189.0 , 89.7 48.5 - 92.7 85.9 - J - 1176 . 9.1 • www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ict�V'i� 10.08_2 PEVP 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 MATERIAL SPECIFICATIONS Body:Ductile Iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. Body Coating:Series 717H Body: Black Paint Series 717H Endface:Electroless Nickel Series 717(2' —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(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—300 mm) Elastomer-coated ductile iron Shaft: • Series 717H(2—3750-80 mm): Brass • Series 717(2' —3"):Type 416 Stainless Steel • Series 717(4—127100—300 mm)Type 316 Stainless Steel Spring:All sizes Type 302/403 Stainless Steel Shaft Plug: • Series 717H(2—3"/50—80mm):Type 416 Stainless Steel • Series 717(21—12765—300 mm):Carbon steel zinc plated Pipe Plug: • Series 717H(2—3750—80mm):carbon steel zinc plated • Series 717(4—127100—300 mm):Carbon steel zinc plated www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �L't`dl.11lC"i REV,_P 10,08_3 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 1 0.08 FireLock® lis SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. S717H/717HR 10 vi a V) -4 1 ypc oo aoF LLJ CC Lu a 0.1 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 100.00 0- 10.00- ti ticc MIP: 51111r � a PrOrr 1 1.00 100 1000 10000 FLOW RATE(Litres/Min) www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 1ct21E.1Ii G` 10.08_4 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 FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. 5717/717R 10 imminILIM11mmi■N1111 -U ■11II - ' WHIM N •iiniuiilll�/' illitr 111111 a .,11111 AFF F I F,4i FF' . A FFA 4 F/ I ■ 1 111 ,,;.,,' i NEN .; .13-41 Lu �-- erti M—. h G. / 4lIlRIhllIllI CC —Ei.uIIP./ Ar,+AI AI/l■HIII 111111 ti �'�iillIlll�� �I /I/:1 iiiriarilau�Illlm-millilimilENI R■uliul -.111111%1WOOMIII.II11111- _1111111 0.1 �'.0 10 100 1000 10000 100000 FLOW RATE-G.P.M. 5717/717R 100.00 I l L.. �g =l —C -Ar ��.._F' v, 1F F 10.00 ." (bi���� ,, , ,o�FF ryyo AFF ; w cry Vi'-�3' Q1' -4Y A� ti M a _y-IGO 42 q)A , , _, mass 7 N __ - __ I. I /vo�Nr' I I , � / 1.00 I 1 II (,i j 10.00 100 1000 10000 100000 FLOW RATE(Litres/Min) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. •Ctaulic REV,.,P 10.08_5 ro Firelsock® 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 _ ,Caulll�. VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. V� 10.08 )sem -; ,. _ open moot A ssembly .� s rye FNPT x FNST* Connection ek F P P I® Description The single outlet open snoot is constructed of cast brass. The single swivel is II ti complete with gasket and comes standard with pin lugs. Outlet is 21" NPT " female thread. Comes standard with 21/2" NST female swivel, Kit includes: open snoot, 2 1/2" brass plug with chain, and 21" FDC Brass Wall Plate. „ � T "I. ' I. 1 kms 7-"'-.-7--- Installation , Specifications o Installation can be achieved with tools readily available in the field using 11 ommon installation practices. Make sure male threads of pipe to which the Material: I snoot is being attached are liberally coated with a pipe thread sealant such as Cast Brass 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 21/2 FNPT 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. .loP NST 3.0686"x 71/2 TPI BCT 3.000"x 8 TPI I CLV 3. " 1 DET 3.078125"xx 7h8TPI TPI ONT 3.125"x 5 TPI PHX 3.062"x 6 TPI QST 3.031"x 7 TPI TEM 3.075"x 6 TPI Check thread dimensions for other 21/2"applications. p uma..i.:r 3198 LIONSHEAD AVE vE ,. f c. " ��� CARLSBAD, CA 92010 � r � � v � TEL+1 760 599-1168 - a �. „ , , r �` � +1 800 344-1822 05 FAX+1 800 344-3775 F � C 2012 Fire Protection Products,Inc. , 11T1ii . . I 1 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 CPVC Pipe and Fittingsproduced fromApprovals are UL and C-UL Listed BLAZEMASTER CPVC compound FM Approved that is a specially developed thermo- LPCB Approved plastic compound composed of post NSF Certified chlorinated polyvinyl chloride (CPVC) MEA Approved City of Los Angeles resin and state of the art additives. p 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 F1970 metallic pipe,with flexible grooved end Color couplings. Orange NOTICE,, The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction.Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Page 1 of 2 APRIL 2016 TFP1915 TFP1915 Page 2 of 2 Care and Limited Maintenance Warranty TYCO CPVC Pipe and Fittings are to be For warranty terms and conditions,visit maintained and serviced in accordance www.tyco-fire.com with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction.Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected,tested,and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. Vico BLAZEMASTER is a trademark of The Lubrizol Corporation. Fire Protection Products ,.........„, _ cZABIINVO • ::,..„.:, SIDEWINDER® FOR WOOD -Horizontal Applicationt,,,,;i4.:,,„,:ic Application Product Features Not less than 2"nominal width / „r . •No pre-drilling required. (1-1/2°)up l0 3-1/2'pipe;not less than aT 3°(2-1/2")nominal width 4"&5"pipe •Quick to install using the Sammy 1---* Floor Joist Nut Driver with an 18V cordless Minimum 2-1/2"from bottom for . drill/driver. branch lines.Minimum 3°from bot- 'ill'', for main lines.Exception:This •Saves time from traditional J requirement shall not apply to 2°or methods. W thicker nailing strips resting on top of IQ . steel beams. I •Reduces installation costs. •Made in the U.S.A. kiptciRso lowf.000004,1,-,t,,,,,, Tti %.Ic 7 ' g ,Watch a video derrronstrason at wwwitwbuildex.com 1. 14 Rod Part Screw Ultimate UL Test Box Case } 1 Approvals Model Srze Number OesGrlp* Pullout(lbs) Load(lbst Qty Qty wi ` NTAE t.r �..�; w ? c. W 8020957 SWG 10 1/4 x 1 6225(Fir)r 300 25 25 114 80"9457 SWG 200 4 x, Q 38' 125 3/8 8021957 SWG 20 1725 (Fir) 1050 25 125 0: 3/8" 8073925 SWG 20-SS 1/4 x 2 1725(Fir) 850 25 25 Q• 3/8' 8022025 5890 25-382 3'8x 2 ''2` 49 iF(r) . _ 25 25 #14 SW Red 3/8 8023925 SWG 30 4 x 3° 884/ r) 25 125 ; IQ Nut Driver lift WPart#8114910 •May require predrilling;consult joist manufacturer. IQ nur itY+3/ �'q"r':`+ 't`I�.v o��r" 'e"v, -„` I „N. -SP1#z SAMMYS SWIVEL HEAD FOR WOOD -Swivel pplcation '` Application Product Features �� ;gal: waoc Eliminates distortion of threaded rod. •Accommodates up to 3'/:'x 12 pitch roof. •Allows 17°deflection from vertical. y Lu •Saves time from traditional methods. limo •Reduces installation costs. Ct 4.1 fltA „”, w •Made in the U.S.A. 0 Part cri .• Ali L�Tear wau n i,rat ivuu oox Case Approvals Model t Size Number De r''''''.1 Pullout(lbs) (lbs) Load(lbs) Thickness Qty Qty SWIVEL MOUNT alrti�,.€--.il - a mss' - ry 4iE mai V #14 Black .^<> 3'8 8139957 SH GST 20 1/4 x 2 1257(Fir) 1050 1475 25 125 4 Nut Driver " 3/8 8 ° 1 20(Fir) 1500 Part#8113910 1903 Dim.Lumber. 1500 3/8"° 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 25 125 Dim.Lumber 850 @ 45° !w - J 2' 8303957 SH GST(.7+- rr r ';` T_ .,, 'May require predrilling;can,tloist manufacturer. #14 OH tDriGverrange C Nu Part 8 8273910 4 4 Q 5 To find a distributor near you,call 800-BUILDEX Pipe Hangers Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig.B3170NF) 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 - 1/2" (15mm)thru 8" (200mrn)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. 41. -`_ Features: ` • (1/2" (15r1m)thru 2" (50mrn)) Flared edges ease installation for all pipe � types and protect CPVC plastic pipe from abrasion. Captured design ! keeps adjusting nut from separating with hanger. Hanger is easily n B installed around pipe. For hanger with non-captured nut order Fig. 200S. A • (21/2" (65mm)thru 8" (200mm)) Spring tension on nut holds it securely in � /- hanger before installation.Adjusting nut is easily removed. i Approvals: Underwriters Laboratories listed (72" (15mm)thru 8" (2oomml) in the USA(UL)and Canada (cUL)for steel and CPVC plastic pipe and Fig.2011-yz.2o°-'/" 3 Fig.200-1 to 200-2 Fig.200-21/z to 200-8 Factory Mutual Engineering Approved (FM) ( /-" (20mm)thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E &A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69& SP-58, Type 10. Maximum Temperature: 650°F(343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with 12) hex nuts in place of a knurl nut. Order By: Figure number and pipe size �� f Designed to meet or exceed requirements of �" FM DS 2-0. j t; €_ e 5 Ise ' Fig.200iNk �: a Fig.200C Fig.200F Pipe Size Rod Size A B Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) r 200-1/2 1/2" (15) 3/8"-16 31/8" (79.4) 25/8" (66.71 11 (5.0) - ` i; 200-3/4 3/4" 120) 3/8"-16 31/8" (79.4) 21/2" (63.5) 11 15.01 200-1 1" (251 3/8"-16 33/8" (85.7) 25/8" (66,7) 12 (5.5) 200-11/4 11/4" (321 3/8"-16 33/4" 194.0) 22/8" (73.0) 13 15.9) �� 200-11 11/2" (40) 3/8"-16 37/8" (98.4) 27/8° (73.0) 14 (6.41 200-2 2" (501 3/8"-16 41/2" (114.3) 3" (76.31 15 (6.91 L 200-21/2.r 21/2" (65) 3/8"-16 55/8" (142.9) 41/8" (104.7) 27 (12.311`` ' 200-3 3" 175) 3/8"-16 57/8" (149.1) 4" 1101.6) 29 (13.3) Fig.200S 200.31/2 31/2" (90) 3/8"-16, 73/8 (187.3); 51/4" 1133.3) 34 (15.6) 200-4 4" (100) 3/8"-16 73/8' (187.3) 5" (127.0) 35 (16.0) 200-5 5" (1251 1/2°-13 91/8" (231,8) 61/4" (158.7) 66 130.2) 200-6 6" 1150) 1/2'-13 101/8" 1257.2) 63/4" (171.4) 73 133.4) 200-8 8" (2001 1/2"-13' 131/8" (333.41, 83/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions -Line 21 bY o Pipe Clamps Fig.28M - Offset Hanger&Restrainer for CPVC Plastic Pipe and IPS Steel Pipe ** OTaL. Size Range: 3/4" (20mm)thru 2" (32mm) C OOS Material: Steel, Pre-Galvanized LISTED Function: Designed to be used as a hanger and restrainer for CPVC piping or steel piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces • Unique snap-on design holds pipe firmly in place and allows retrofit type of installation •The "Stand-Off" design eliminates the need for wood block extension •Can be installed on horizontal or vertical piping regardless of mounting surface orientation A •Attaches easily to wood structure with two hex head self-threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/16" (7.9mm) extension socket eliminating impact tool damage to pipe �. ! •Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4" x 1" tek type self I' drilling tapping screws c •cULus Listed as a hanger and a restrainer for fire sprinkler piping411*L- Installation Note: When installed in wood structural members and threads from the #10 x 1"screws are exposed, use Fig.27B speed nut to secure B Approvals: Underwriters Laboratory Listed in the USA(UL)and Canada(cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. -,21.-,i:',4t- Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Figure number and pipe size Fig.27B �T Patent#7,744,042 (2)Required �` 'l ** With reduced spacing, consult factory. �11 M ____---- - ll ll a 4'1 / 1II II 4 J' a cam- --� ° Hanger and Restraint r i a Application L a° �IEI " �� .c t / IF" C el----ti Restraint Fig.27B P E E----d (11 Required o -;_t..,." ---� High Side of Hanger " °} X Restraint --(51— Detail A Hanger Application Pipe Size A Hole Dia.B C Max Spacing* Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 28M-3/4 3/4" (20) 2" (50.8) 3/16" (4.8) 35/16" (84,1) 5'-6" (1676) 9 (4.1) 28M-1 1" (25) 21/8" (54.0) 3/16" (4.8) 31/2' (88.9) 6'-0" (1829) 12 (5.4) 28M-11/4 11/4" (32) 25/16" (58.7) 3/16" (4.8) 31/2" (88.9) 6'-6" (1981) 13 (5.9) 28M-11/2 11/2" (49) 21/16" (61.9) 3/16" (4.8) 37/8" (98.4) 7'-0" (2133) 14 (6.3) 28M-2 2" (50) 25/8" (66.7) 3/16" (4.8) 47/16"(112.7) 8'-O" (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. • Fire Protection Solutions 41 -Line bY ' Pipe Clamps Fig. 24- Hanger for CPVC Plastic Pipe& IPS Steel Pipe** ' ' - s:/\ Double Fastener Strap Side Mounted (B-Line 83183) cl_ 1 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) arid 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. Iii, Features: Fig. 24 incorporates features which protect the pipe and ease installation.The flared edge design protects the CPVC pipe from 1. "i any rough surface. Easily attaches to the building structure using the s, ,,„.± �� two UL Listed hex head self threading screws* furnished with the r� � `1 � �� __ ,� product. It is recommended that rechargeable electric drills fitted with 1e � 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 rf i pilot hole in wood is required. B Finish: Pre-Galvanized B Order By: Figure number and pipe size 77 Aii ------41....* Hardened hex head self threading screw is furnished with they '_____ __, 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. (ml in. (mm) Lbs. (kg) 24-3/4 3/4" 120) 25/16" 158.7) 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" (66.71 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) 3i1/16" (93.7) 127/32" (43.6) 13/16" (30.2) 8 (2.44) 5/16" (7.9) 15 (6.8) 73. Fig.25- Surge Restrainer if cL o Size Range:—One size fits 3/4" (20mm)thru 2" (40mm) pipe. LISTED Er 3 Material:—Pre-Galvanized Steel H 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 ,1 indicated in the National Fire Protection Association NFPA 13, 2010ii edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel (. e--y pipe or CPVC plastic Pipe. Approvals:—Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA(UL)and Canada (cUL). Finish: Pre-Galvanized 5 xN h Order By: Figure number and band hanger, size from t 3/4" (20mm)thru 2' (40mm). , Patent#5,344,108 -Line All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. byrieTM38 Fire Protection Solutions CrRESIDENTIAL Ak, WI AUTOMATIC SPRINKLERS Agit MODEL GL4110 & GL4910 FIRE SPRINKLE RCORP R TI 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 i glass ampule asthethermosensitiveelement. Theyfeatureeconomy, aesthetics and low flow. The combination of the 3mm frangible glass ampule and spe- � "I'' = cially designed deflector make the Model GL4110 and GL4910 Residential Sprinklers the ultimate in life safety and fire control. These Globe Pendent and Recessed Pendent Residential Sprin- lir klershave metthe strict requirements of Underwriters Laboratories Inc.as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626,and should be used accordingly. These sprinklers should also be installed in accordance with the ' appropriate NFI•A 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 proven actuating assembly is a hermetically sealed frangible glass PENDENT ampule that containsapreciselymeasuredamountoffluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. Atl the prescribed temperature the internal pres- ' N : 2:LI!'F''''' Th.; gte: surewithin the ampule exceedsthestrength of the glass causing the glass to shatter. This results in water discharge whichisdistributed in an approved pattern. TECHNICAL DATA See reverse side for Approvals and Specifications. ,k Temperature Rating- 155°F(68°C), 175°F(79°C). Water Working Pressure Rating - 175 psi (12 Bars). ,- Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is-67°F(-55°C). RESIDENTIAL REGESSEDPENDENT 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 N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY ®® 4RED L' ; INTERMEDIATE ' �2 YELLOW t' �:iii tri ", !r 7 =� _ "� t�,��=idiN� 4' 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989 846-4583 FAX989 846 9231 SEPTEMBER 2010 A-1 BULLETIN GL4110/GL4910,REV.#6 RESIDENTIAL AUTOMATIC SPRINKLERS MODEL GL4110 & GL4910 PENDENT RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN K FACTOR THREAD LENGTH FINISHES 155°F 175°F NYC-DOB MODEL SIZE 68°C 79°C3 cULus MEA 101-92-E Factory Bronze GL4110 4.1 (58 metric) Satin Chrome' 1/2" NPT 2 1/2" Chrome X X X X 4.9 (6.4 cm) White Polyester2 GL4910 Nominal (68 metric) Black Polyester2 Lead Coated' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2 C-U.L.LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. INSTALLATION DATA 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'x 12' 13 G.P.M. - 7 P.S.I. 14' x 14' 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 SPECIFY CLE :N cr. Nc •Quantity • Model Number • Style 29/32" (3A., *Orifice • Temperature • Finishes desired •Quantity-Wrenches- P/N 325390 ,` •Quantity - Recessed Wrenches - P/N 325391 •Quantity-Proctective Caps-P/N 327109-CAP �8„ MIN. (Friction Fit Recesed) _... ,......: 5/8" MAX, J11 r1; �, ,/,.. GLOBE® PRODUCT WARRANTY ' } Globe agrees to repair or replace any of its own } CF II / / '�,_/,� ' 1 ," MA, manufactured products found to be defective in mate- J / rial or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to 1/2"ADJUSTMENT RECESSED PENDENT Price List Terms and Conditions of Sale(Our Price List). V:1 ,,,g, BE 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 „. Gia "4,- 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER COr. #RATION 1-800-248-0278 www.globesprinkler.com SEPTEMBER2010 PRINTED U.S.A. BULLETIN GL4110/GL4910,REV.#6 ICK RESPONSE GLEGLAUTOMATIC SPRINKLERS nw wig' aim �� f- � � � `'�� UPRIGHT PEND SPRINKLERFIRE CORPORATIONENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION a_. — 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. � ' _..,_ -_.",,,, 7 While the Quick Response Sprinkler provides an aesthetically11 pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that ilip-,, "4::: contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the ;: glass to shatter. This results in water discharge which is distributed t t� 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) 45 . . �� Water Working Pressure Rating - 175 psi (12 Bars) At n Factory tested hydrostatically to 500 psi (34 Bars) � *Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE *Frame - bronze • Deflector- brass • Screw- brass HORIZONTAL LPC/CE *Lodgement Wire - stainless steel SIDEWALL HORIZONTAL Bulb seat - copper • Spring - nickel alloy Seal - teflon SIDEWALL *Bulb - glass with alcohol based solution, 3mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER N.F.P.A. MAXIMUM TEMPERATURES BULB COLOR CEILING TEMPE7:::::::_m ORDINARY .': ORANGE/RED INTERMEDIATE *:' YELLOW/GREEN i . HIGH BLUE 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 989-846-4.583 W FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT, PENDENT. VERTICAL SIDEWALL HORIZONTAL SIDEWALL • 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. 2 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F cULus FM LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93'C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8* LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8* LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLT GL8133 8.1 LH X X X X X X — — — — GL2826§ 2.8 LH X X X X X X — — — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — — — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X — — X GL5627a 5.6 LH/OH X X X X X — — X X — GL8127§ 8.1 LH/OH X X X X X X — — — — CONVEN11ONAL 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. a INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. 1PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE®PRODUCT WARRANTY SPECIFY *Quantity * Model Number * Style Globe agrees to repair or replace any of its own manufactured Orifice * Thread Sizes * Temperature products found to be defective in material or workmanship for a Finishes desired period of one year from date of shipment. Quantity-Wrenches- P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.0.) Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JUNE 2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 A UTOMA TIC SPRINKLERS 6 L :'''‘'''''' ':V, BE K FIRE GL SERIES ,:wit.,:01,7, _ „*..AL .. DRY TYPE SPRINKLER CORPORATION HORIZONTAL SIDEWALL RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler I is designed for use in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary 4 ,, �;,• ', w, horizontal pipe nipples. The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler• utilizes a 3mm frangible glass ampule as the thermosensitive element. ThisYr provides sprinkler operation approximately six times faster than ordinary sprinklers. At the ampule's rated temperature, the sprinkler opens releasing the bulb seat, causing the inner tube assembly to move, allowing the spring assembly to pivot QUICK RESPONSE alongside the inner tube. At this time, water flows through the sprinkler and is DRY NON-ADJUSTABLE distributed by the deflector, in an approved discharge pattern. It can be installed HORIZONTAL SIDEWALL 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 "ice hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands , increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. QUICK RESPONSE DRY SLEEVE & SKIRT TECHNICAL DATA HORIZONTAL SIDEWALL • See reverse side for Approvals and Specifications. • Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). Water Working Pressure Rating - 175 psi (12 Bars). � 4. Factory tested hydrostatically to 500 psi (34 Bars). , Jr -- �. -, . Maximum low temperature glass bulb rating is -67°F (-55°C). Frame - bronze 0 Deflector - brass 0 Screw - brassy • Bulb seat- brass • Spring - teflon coated nickel alloy QUICK RESPONSE Retainer - brass 0 Pin - stainless steel • Torsion spring - stainless steel DRY RECESSED • Bulb - glass with alcohol based solution, 3mm • Orifice insert - brass HORIZONTAL SIDEWALL 3/4" NPT or 1" NPT 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 -® .,�,�Ei ORANGE/RED °ir 1 , 7��� INTERMEDIATE l. �� YELLOW/GREEN , HIGH ,�� _. t,: w P 4 BLUE 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 6 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 5.6 cULus Factory Bronze (80 metric) 3/4" or 1" NPT Variable to 48" Satin Chrome' Bright Chrome FM White Polyester 8.1 (116 metric) 1" NPT Variable to Black Polyester 36" Lead Coated2 NOTE: Metric Conversions are approximate. -Finishes available on special order. cULus listed corrosion resistant: Polyester must be specified on order. Lead Coated is UL approved only. APPROVALS STYLE SIN CODE K FACTOR THREAD SIZE 135°F 155°F 175°F 200°F 286°F 57°C 68°C 79°C 93°C 141°C * FM cULus HORIZONTAL GL5641 5.63 1" NPT X X X X X X X SIDEWALL GL5642 5.63 3/4" NPT X X X X X - X GL8141 8.1° 1" NPT X X X X X - X RECESSED GL5641 5.63 1" NPT X X X X X X X HORIZONTAL GL5642 5.63 3/4" NPT X X X X X X SIDEWALL GL8141 8.1° 1" NPT X X X X X - X NOTE:'Listed for light hazard only with deflector from 4"-12"below the ceiling. -Retell for light and ordinaryllhazard- M with doved from 4"-12" 200°F below the ceiling. IMPORTANT INSTALLATION DATA -Recessed Horizontal Sidewall-FM Approved 155"F and 200°F only. Horizontal Sidewall-FM Approved 155"F,200"F,and 286'F only. Globe GL Series Dry Horizontal Sidewall sprinklers should be installed in accordance with the requirements set forth in CROSS SECTIONS NFPA 13. These sprinklers are to be installed using a pipe wrench applied to the outer tube. When this is not possible,the / - proper sprinkler head wrench may be used with extreme care 0•I 04, for lengths up to approximately 18". Excessive force may distort the frame thus destroying the unit. L G When installed in a wet system extending into a freezing area see chart on Dry Caution Sheet for minimum exposed ti-liirit' _°" barrel length to prevent ice plugs. Please refer to our Dry I, 2 3 . Caution sheet for further important installation data. t i - ' 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 sx.,p //L� 1 Recessed) •Escutcheons desired t ,LIl •'A"Dimension-Distance from face of fitting to the finished L . ceiling regardless of escutcheon used. ZT - w „ .ss GLOBE° PRODUCT WARRANTY °� ,g4 x"_- 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). GL esE 4077 AIRPARK DRIVE,STANDISH, MICHIGAN 48658 EIRE SPRINKLER ',RATION 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY2010 PRINTED U.S.A. BULLETIN GL5641, REV.#14