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Specifications (32) \ ' 0€6- 00\L‘B RECEIVED ICE COev OCT 1 7 2018 CITY OF TIGARD sT t, p BUILDING DIVISION ett WE SUPPORT AND ENCOURAGE MCP-CERTIFICATION tfigS4,4— 'r E uTomA FIR ' ' a a' CO TIC FIRE PROTECTION .., A c t„ t' „-A.2 '--2,,x,44.A.- --4.-t*-.- ,.r. .,,. HYDRAULIC CALCULATION SUBMITTALS THE FIELDS APARTMENTS or -, A BUILDING i e„, iVicat'-',..4., ,,,, y„ .., "Ai. C--- 4 77506 PE 10-11-2018 OREGON 4 `. ” „ L . EXPIRATION DATE:12/31/18 - - 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 :Althl,r: WESUPPORT ANDEM OURAC NICETGERT1FcAT i TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CALCULATION DESIGN AREA 1 DESIGN AREA 2 DESIGN AREA 3 DESIGN AREA 4 PRODUCT DATA SHEETS BACKFLOW ASSEMBLY RISER MANIFOLD CHECK VALVE FDC CPVC PIPE & FITTINGS HANGERS RESIDENTIAL SPRINKLER PENDENT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER WYAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire How PROJECT SW 77th Pl. & SW Hunziker ADDRESS SW 77th Pl. & SW Hunziker CROSS STREET FLOW HYDRANT SW 77th Pl. & SW Hunziker LOCATION STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 DATED 05.04.18 MONITOR HYDRANT F SW 77th 11 (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 4: 2018-TF-001 THE FIELDS - BUILDING 1 Date: Jul-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 84 GPM OD Size Sch 40 Sch 10 C Factor of Pipe 120 1 1.049 Line 1 1 1/4 1.380 1.442 1 1/4 Pipe Size 1.442 SCH Sch 10 Pipe #Fits 1 1/2 1.610 1.682 Ft. of Pipe 12 45 Ell 1 1 2 2.067 2.157 90 Ell 9 3 2 1/2 2.469 2.635 VLV 4 1 3 3.068 3.260 Tot Fits _20 Tee 6 1 4 4.026 4.260 Total 32 6 6.357 Line 2 8 8.249 2 Pipe Size 2.067 SCH Sch 40 Pipe #Fits N/A Ft, of Pipe 5 0 0 Fitting Equivalent Lengths in Feet 0 0 0 45 ElI 90 ElI Tee VLV CV 0 0 1 1 2 5 4 5 Tot Fits 0 0 0 1 1/4 1 3 6 4 7 Total 5 1 1/2 2 4 8 5 9 Line 3 2 2 5 10 6 11 Pipe1 Size 2.157 SCH Sch 10 Pipe #Fits 2 1/2 3 2 6 12 7 14 Ft. of Pipe Tot Fits 0 0 3 3 7 15 10 16 0 0 4 4 10 20 12 22 0 0 6 7 14 30 10 32 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 141.1 eqv ft added for BFP Loss 7.8 PSI @ 84 GPM Friction Loss in 1 1/4 Pipe 0.39 32 12.58 line 1 Friction Loss in 2 Pipe 0.07 * 5 0.34 line 2 Friction Loss in 2 Pipe 0.06 * 0 0.00 line 3 Friction Loss in 2 Pipe 0.06 * 141 7.80 line 4 Total Loss 20.72 Total Pressure Required @ Base of Riser 4 + 21 = 25 PSI !Pressure Available at 84 GPM = 104 PSI I Remaining Pressure I 79 l 76% Static 104 Residual 100 Flow 2500 Prepared by Bob Knight, CET III (NICET#100164) HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:7/17/2018 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) 397 egt,Or Coverage per Sprinkler(ftz) 200 �� ,�y � Number of Calculated Sprinklers 4 77506 PE 10-11-2018 In-Rack Demand(gpm) 0 OREGON Special Heads vF9ti 1 0 ��O Qom. /Pi'? O,�F, Hose Streams(gpm) 100 EXPIRATION DATE:12/31/18 Total Water Required (incl.Hose Streams)(gpm) 184.1 Required Pressure at Source(psi) 80.8 Type of System Wet Volume-Entire System (gal) 301.7 gal Water Supply Information Date 5/4/18 Location _- SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (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) 84.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 84.1 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 80.8 SRC -Flow(gpm) 84.1 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright@ 2002-2012 Tyco Fire Protection Products Page 2 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 1 Supply Supply;Safety Pressure System Demand -0-- Add. Out. Hose 150 140 w. 120 100i ' I ' I �11. ,,I _ _ . i !- -- l -1 _ S2... 99.515 -11.111,1....... ...._.�.r,�,... 911 D3 ---1-.--:----'.---------_,______________;_ � 80 � U3 70 U) a 60 w 1 50 ,i � , I 1 J 40 I m n 2 0 0 tfitII II I fll rlIIIItt.®Ill®!Alt III I♦El I II I I I I I I IN IIIM MI1•—INK1•—NMI®MEM INN IN I I I®•/111111 MINI..1.1 0 7030000 00010120130@404 50016001700180019002000 2100 2200 2300 240 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright CO 2002-2012 Tyco Fire Protection Products Page 3 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 84.1 80.8 D3 System Demand+Add.Out.Hose 184.1 80.8 Curve Intersections & Safety Margins Intersection SafetyMargin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 98.8 23.2 184.1 Supply;Safety Pressure 98.8 95.7 18 184.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psis/z) (gpr 'ft2) (gpm) (psi) (gprr ftz) (gpm) (Psi) 101 Overhead 200 4.9 0.1 20 16.7 0.12 23.9 23.8 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 103 Overhead Sprinkler 200 4.9 0.1 20 16.7 0.1 20 16.7 104 Overhead Sprinkler 200 4.9 0.1 20 16.7 0.101 20.1 16.8 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (g pm) (in) (ft) (ft) (psi) (psi) Path No: 1 103 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.01 150 16.7 0003 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 20.01 1.4 0003 36.29 -4 1 lx(BM.Tee-Run)=1 0.81 150 14.4 0002 36.29 16 1.101 1 0.045 0 1.81 0.1 0002 36.29 20 1 4x(BM.Tee-Run)=4 25.42 150 14.5 0835 36.29 36.1 1.101 4 0.2021 0 29.42 5.9 0835 36.29 -10.1 1 2x(BM.Tee-Run)=2 11.69 150 20.4 0843 36.29 26 1.101 2 0.1101 0 13.69 1.5 0843 36.29 -11.1 1 6x(BM.Tee-Run)=6 49.64 150 21.9 0065 36.29 14.9 1.101 lx(BM.Tee-Br)=5 11 0.0393 0 60.64 2.4 0065 36.29 -1.3 1 lx(BM.Tee-Run)=1 16.7 150 24.3 0068 36.29 13.6 1.101 2x(BM.Tee-Br)=10 11 0.0331 0 27.7 0.9 0068 36.29 11.2 1 lx(BM.Tee-Br)=5 9.13 150 25.2 0690 27.17 24.8 1.101 5 0.1011 4 14.13 1.4 0690 27.17 -7.8 1 1x(BM.Tee-Br)=5 9.25 150 30.6 0241 17.92 17 1.101 5 0.05 4 14.25 0.7 0241 17.92 -6.4 1 lx(BM.Tee-Br)=5 9.25 150 35.3 0304 8.67 10.5 1.101 5 0.0207 4 14.25 0.3 0304 8.67 -4.1 1 2x(BM.Tee-Run)=2 16.7 150 39.6 0563 8.67 6.5 1.101 lx(BM.Tee-Br)=5 7 0.0084 0 23.7 0.2 0563 8.67 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 39.8 0561 8.67 5.2 1.101 2 0.0056 0 11.5 0.1 0561 8.67 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 39.9 0559 8.67 4 1.101 2 0.0034 0 8.46 0.0 0559 8.67 -0.6 1 3x(BM.Tee-Run)=3 37.18 150 39.9 0321 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0321 8.67 6.6 1 3x(BM.Tee-Run)=3 24.14 150 40 0324 8.67 9.9 1.101 3 0.0184 0 27.14 0.5 0324 8.67 -2.3 1 lx(BM.Tee-Br)=5 6.46 150 40.5 0438 8.67 7.6 1.101 lx(BM.Tee-Run)=1 6 0.0114 0 12.46 0.1 0438 8.67 -1.5 1 15x(BM.Tee-Run)=15 122.39 150 40.7 0411 8.67 6.1 1.101 2x(BM.Tee-Br)=10 45 0.0075 0 4x(BM.90)=20 167.39 1.3 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0411 8.67 19 1 lx(BM.Tee-Run)=1 6.46 150 41.9 0336 8.67 25.1 1.101 1 0.1028 0 7.46 0.8 0336 8.67 13.1 l lx(BM,Tee-Run)=1 7.58 150 42.7 0337 8.67 38.1 1.101 1 0.224 0 8.58 1.9 0337 8.67 -16.9 1 2x(BM.Tee-Run)=2 9.54 150 44.6 0339 8.67 21.2 1.101 2 0.0754 0 11.54 0.9 0339 8.67 -5 1 6x(BM.Tee-Run)=6 34.77 150 45.5 0364 8.67 16.2 1.101 2x(BM.Tee-Br)=10 36 0.0457 0 4x(BM.90)=20 70.77 3.2 0364 8.67 16.9 11x(BM,Tee-Run)=1 5.94 150 48.7 0349 8.67 33.1 1.101 1 0.1724 0 6.94 1.2 0349 8.67 51 1.25 lx(coupling)=1.59 26.75 150 49.9 0373 8.67 84.1 1.394 3x(BM.Tee-Run)=3 16.59 0.307 0 2x(BM.90)=12 43.34 13.3 0373 8.67 0 2 1x(coupling)=1.23 3.95 120 63.2 FS-0 5.42 84.1 2.157 lx(us.Tee-Br)=12.31 13.54 0.0554 1.4 17,49 1 FS-O 5.42 0 2 1 0 65.6 Flow Switch FS-I 5.33 84.1 0 0 3 0.0 1 3 FS-I 5.33 0 2 1x(coupling)=1.23 1.23 120 68.6 BFP-0 3.21 84.1 2.157 1.23 0.0554 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 69.7 Ames3000SM BFP-I 1.33 84.1 0 0 4.1716 0.81 1.88 7.8 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 78.3 RC 1.17 84.1 2.067 1 0.0682 0.1 2.1 0.1 RC 1.17 0 4 1x(coupling)=1.32 0.17 120 78.5 FF 1 84.1 4.26 1.32 0.002 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 78.6 0360 -3.75 84.1 4.3 18.33 0.0014 2.1 _, - 23.08 0.0 0360 -3.75 0 4 1x(coupling)=1.94 31.84 150 80.7 0361-0 -3.75 84.1 4.24 1.94 0.0014 0 33.78 0.0 0361-0 -3.75 0 4 0.75 0 80.7 Gate A2360 0361-I -3.75 84.1 0 0 0.007 0 0.75 0 0361-I -3.75 0 4 1.41 150 80.8 SRC -3.75 84.1 4.24 0 0.0014 0 1.41 0 SRC 80.8 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 102 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.55 150 16.7 0002 36.29 20 1.101 lx(BM.90)=5 10 0.0681 -3.7 20.55 1.4 0002 14.5 Path No: 3 104 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 9.46 150 16.8 0008 36.29 20.1 1.101 1x(BM.90)=5 10 0.0685 -3.7 19.46 1.3 0008 36.29 4 1 10x(BM.Tee-Run)=10 81.88 150 14.5 0019 36.29 24.1 1.101 lx(BM.Tee-Br)=5 15 0.0958 0 96.88 9.3 0019 36.29 -7.4 1 1x(BM.Tee-Run)=1 12.11 150 23.8 0087 36.29 16.7 1.101 2x(BM.Tee-Br)=10 11 0.0485 0 23.11 1.1 0087 36.29 12.7 1 1x(BM.Tee-Br)=5 9.13 150 24.9 0092 27.17 29.4 1.101 5 0.1382 4 14.13 2 0092 27.17 -6.6 1 lx(BM.Tee-Run)=1 9.25 150 30.8 0170 17.92 22.8 1.101 1 0.0866 4 10.25 0.9 0170 17.92 -5.4 1 lx(BM.Tee-Br)=5 9.25 150 35.7 0418 8.67 17.4 1.101 5 0.0525 4 14.25 0.7 0418 8.67 -2.4 1 2x(BM.Tee-Run)=2 12.11 150 40.5 0413 8.67 15 1.101 lx(BM.Tee-Br)=5 7 0.0398 0 19.11 0.8 0413 8.67 4 12x(BM.Tee-Run)=2 9.5 150 41.2 0411 8.67 19 1.101 2 0.0613 0 11.5 0.7 0411 41.9 Path No: 4 101 27.79 4.9 23.9 1 lx(BM.Tee-Br)=5 13.52 150 23.8 0080 36.29 23.9 1.101 lx(BM.90)=5 10 0.0944 -3.7 23.52 2.2 0080 36.29 -11.2 1 6x(BM.Tee-Run)=6 75.7 150 22.4 0087 36.29 12.7 1.101 1x(BM.Tee-Br)=5 11 0.0292 0 86.7 2.5 0087 24.9 Path No: 5 0003 36.29 0 1 lx(BM.Tee-Run)=1 13.59 150 14.4 0008 36.29 4 1.101 4x(BM.90)=20 21 0.0034 0 34.59 0.1 0008 14.5 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 7 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 6 0835 36.29 0 116x(BM.Tee-Run)=16 131.89 150 20.4 0021 36.29 10.1 1.101 2x(BM.Tee-Br)=10 51 0.0191 0 5x(BM.90)=25 182.89 3.5 0021 36.29 7.4 1 1x(BM.Tee-Run)=1 6.46 150 23.9 0022 36.29 17.5 1.101 1 0.0529 0 7.46 0.4 0022 36.29 -4.3 1 2x(BM.Tee-Run)=2 7.58 150 24.3 0024 36.29 13.2 1.101 2 0.0312 0 9.58 0.3 0024 36.29 1.8 12x(BM.Tee-Run)=2 9.54 150 24.6 0026 36.29 15 1.101 2 0.0398 0 11.54 0.5 0026 36.29 -1.5 1 3x(BM.Tee-Run)=3 35.03 150 25 0035 36.29 13.5 1.101 2x(BM.Tee-Br)=10 33 0.0327 0 4x(BM.90)=20 68.03 2.2 0035 36.29 4.7 1 1x(BM.Tee-Run)=1 9.13 150 27.3 0110 27.17 18.2 1.101 1 0.0571 4 10.13 0.6 0110 27.17 11.9 1 lx(BM.Tee-Run)=1 9.25 150 31.8 0149 17.92 30.1 1.101 1 0.1445 4 10.25 1.5 0149 17.92 15.9 1 lx(BM.Tee-Br)=5 9.25 150 37.3 0348 8.67 46 1.101 5 0.3165 4 14.25 4.5 0348 8.67 5 1 lx(BM.Tee-Br)=5 5.67 150 45.8 0349 8.67 51 1.101 5 0.3835 0 10.67 4.1 0349 49.9 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 7 0843 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 21.9 0063 36.29 11.1 1.101 2x(BM.Tee-Br)=10 44 0.0227 0 5x(BM.90)=25 105.14 2.4 0063 36.29 1.3 1 2x(BM.Tee-Run)=2 6.46 150 24.3 0061 36.29 12.4 1.101 2 0.0279 0 8.46 0.2 0061 36.29 -0.1 1 3x(BM.Tee-Run)=3 7.13 150 24.5 0058 36.29 12.3 1.101 3 0.0274 0 10.13 0.3 0058 36.29 2.6 1 2x(BM.Tee-Run)=2 7.95 150 24.8 0056 36.29 14.9 1.101 2 0.0393 0 9.95 0.4 0056 36.29 1.5 1 2x(BM.Tee-Run)=2 18.75 150 25.2 0052 36.29 16.4 1.101 lx(BM.Tee-Br)=5 7 0.047 0 25.75 1.2 0052 36.29 -4.7 1 lx(BM.Tee-Run)=1 10.1 150 26,4 0674 27.17 11.7 1.101 lx(BM.Tee-Br)=5 11 0.0249 4 lx(BM.90)=5 21.1 0.5 0674 27.17 2.5 1 lx(BM.Tee-Br)=5 9.25 150 30.9 0225 17.92 14.2 1.101 5 0.0359 4 14.25 0.5 0225 17.92 -4 1 lx(BM.Tee-Br)=5 9.25 150 35.4 0550 8.67 10.2 1.101 5 0.0194 4 14.25 0.3 0550 8.67 -4.1 1 2x(BM.Tee-Run)=2 17.77 150 39.7 0555 8.67 6.1 1.101 lx(BM.Tee-Br)=5 7 0.0075 0 _ 24.77 0.2 0555 8.67 -2.9 1 16x(BM.Tee-Run)=16 122.95 150 39.9 0533 8.67 3.2 1.101 2x(BM.Tee-Br)=10 46 0.0022 0 4x(BM,90)=20 168.95 0.4 0533 8.67 4.1 1 2x(BM.Tee-Run)=2 7.95 150 40.3 0531 8.67 7.3 1.101 2 0.0104 0 9.95 0.1 0531 8.67 3.6 1 lx(BM.Tee-Br)=5 7.13 150 40.4 0332 8.67 10.8 1.101 5 0.0217 0 12.13 0.3 0332 8.67 2.3 1 3x(BM.Tee-Run)=3 58.74 150 40.6 0336 8.67 13.1 1.101 lx(BM.Tee-Br)=5 8 0.0309 0 66.74 2.1 0336 42.7 Path No: 8 0065 36.29 0 1 2x(BM.Tee-Run)=2 9.5 150 24.3 0063 36.29 1.3 1.101 2 0.0004 0 11.5 0 0063 24.3 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 9 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 9 0690 27.17 0 1 2x(BM.Tee-Run)=2 16.7 150 30.6 0687 27.17 4.9 1.101 lx(BM.Tee-Br)=5 7 0.005 0 23.7 0.1 0687 27.17 -0.7 1 2x(BM.Tee-Run)=2 9.5 150 30.7 0685 27.17 4.2 1.101 2 0.0038 0 11.5 0.0 0685 27.17 0.1 12x(BM.Tee-Run)=2 6.46 150 30.8 0683 27.17 4.3 1.101 2 0.004 0 8.46 0.0 0683 27.17 0.2 1 2x(BM.Tee-Run)=2 7.13 150 30.8 0681 27.17 4.6 1.101 2 0.0044 0 9.13 0.0 0681 27.17 -1.2 1 2x(BM.Tee-Run)=2 7.95 150 30.8 0679 27.17 3.4 1.101 2 0.0025 0 9.95 0.0 0679 27.17 -0.9 1 lx(BM.Tee-Run)=1 17.77 150 30.9 0674 27.17 2.4 1.101 2x(BM.Tee-Br)=10 11 0.0014 0 28.77 0.0 0674 30.9 Path No: 10 0690 27.17 0 1 5x(B M.Tee-Run)=5 34.36 150 30.6 0703 27.17 3 1.101 1x(BM.Tee-Br)=5 30 0.002 0 4x(BM.90)=20 64.36 0.1 0703 27.17 0.7 1 2x(BM.Tee-Run)=2 9.5 150 30.7 0705 27.17 3.6 1.101 2 0.0029 0 11.5 0.0 0705 27.17 -0.1 1 lx(B M,Tee-Run)=1 6.46 150 30.8 0707 27.17 3.5 1.101 lx(BM.Tee-Br)=5 6 0.0027 0 12.46 0.0 0707 27.17 -0.2 1 3x(BM.Tee-Run)=3 24.14 150 30.8 0710 27.17 3.3 1.101 3 0.0024 0 27.14 0.1 0710 27.17 -1.6 1 2x(BM.Tee-Br)=10 6.46 150 30.8 0728 27.17 1.7 1.101 10 0.0007 0 16.46 0.0 0728 27.17 0.2 1 16x(BM.Tee-Run)=16 122.39 150 30.9 0097 27.17 1.9 1.101 lx(BM.Tee-Br)=5 41 0.0009 0 4x(BM.90)=20 163.39 0.1 0097 27.17 6.3 1 lx(BM.Tee-Run)=1 6.46 150 31 0098 27.17 8.2 1.101 1 0.0131 0 7.46 0.1 0098 27.17 3.6 1 lx(BM.Tee-Run)=1 7.58 150 31.1 0099 27.17 11.9 1.101 1 0.0258 0 8.58 0.2 0099 27.17 -4 1 2x(BM.Tee-Run)=2 9.54 150 31.3 0101 27.17 7.9 1.101 2 0.0121 0 11.54 0.1 0101 27.17 -3 1 3x(BM.Tee-Run)=3 35.03 150 31.5 0110 27.17 4.9 1.101 2x(BM.Tee-Br)=10 33 0.0051 0 4x(BM.90)=20 68.03 0.3 0110 31.8 File:C:\DWG1-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 11 0241 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 35.3 0238 17.92 4 1.101 lx(BM.Tee-Br)=5 7 0.0034 0 23.7 0.1 0238 17.92 -0.7 1 2x(BM.Tee-Run)=2 9.5 150 35.4 0236 17.92 3.3 1.101 2 0.0024 0 11.5 0.0 0236 17.92 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 35.4 0234 17.92 2.8 1.101 2 0.0017 0 8.46 0.0 0234 17.92 -1.1 1 3x(BM.Tee-Run)=3 37.18 150 35.4 0258 17.92 1.6 1.101 lx(BM.Tee-Br)=5 8 0.0006 0 45.18 0.0 0258 17.92 3.7 1 3x(BM.Tee-Run)=3 24.14 150 35.5 0191 17.92 5.3 1.101 3 0.0058 0 27.14 0.2 0191 17.92 -0.6 1 lx(BM.Tee-Run)=1 6.46 150 35.6 0190 17.92 4.7 1.101 lx(BM.Tee-Br)=5 6 0.0046 0 12.46 0.1 0190 17.92 -2 1 16x(BM.Tee-Run)=16 122.39 150 35.7 0163 17.92 2.6 1.101 2x(BM.Tee-Br)=10 46 0.0016 0 4x(BM.90)=20 168.39 0.3 0163 17.92 7.4 1 lx(BM.Tee-Run)=1 6.46 150 35.9 0162 17.92 10.1 1.101 1 0.019 0 7.46 0.1 0162 17.92 5.8 1 lx(BM.Tee-Run)=1 7.58 150 36.1 0161 17.92 15.9 1.101 1 0.0441 0 8.58 0.4 0161 17.92 -5,3 12x(BM.Tee-Run)=2 9.54 150 36.5 0159 17.92 10.6 1.101 2 0.0207 0 11.54 0.2 0159 17.92 -4 1 3x(BM.Tee-Run)=3 35.03 150 36.7 0149 17.92 6.6 1.101 2x(BM.Tee-Br)=10 33 0.0087 0 4x(BM.90)=20 68.03 0.6 0149 37.3 Path No: 12 0241 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 35.3 0254 17.92 2.5 1.101 1x(BM.Tee-Br)=5 30 0.0014 0 4x(BM.90)=20 64.36 0.1 0254 17.92 0.7 1 2x(BM.Tee-Run)=2 9.5 150 35.4 0256 17.92 3.1 1.101 2 0.0022 0 11.5 0.0 0256 17.92 0.6 1 lx(BM.Tee-Run)=1 6.46 150 35.4 0258 17.92 3.7 1.101 1x(BM.Tee-Br)=5 6 0.003 0 12.46 0.0 0258 35.5 File:C:ADWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 13 0304 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 39.6 0317 8.67 4.1 1.101 lx(BM.Tee-Br)=5 30 0.0035 0 4x(BM.90)=20 64.36 0.2 0317 8.67 1.2 1 2x(BM.Tee-Run)=2 9.5 150 39.8 0319 8.67 5.3 1.101 2 0.0058 0 11.5 0.1 0319 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 39.9 0321 8.67 6.6 1.101 lx(BM.Tee-Br)=5 6 0.0086 0 12.46 0.1 0321 40 Path No: 14 0563 8.67 0 16x(BM.Tee-Run)=6 39.18 150 39.8 0317 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0317 39.8 Path No: 15 0561 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 39.9 0319 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0319 39.9 Path No: 16 0559 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 39.9 0557 8.67 0.6 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0557 8.67 2.9 1 15x(BM.Tee-Run)=15 122.95 150 39.9 0531 8.67 3.6 1.101 lx(BM.Tee-Br)=5 40 0.0028 0 4x(BM.90)=20 162.95 0.5 0531 40.4 Path No: 17 0324 8.67 0 14x(BM.Tee-Run)=4 62.96 150 40.5 0332 8.67 2.3 1.101 4x(BM.90)=20 24 0.0012 0 86.96 0.1 0332 40.6 Path No: 18 0438 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 40.7 0434 8.67 1.5 1.1011x(BM.Tee-Br)=5 7 0.0006 0 16.5 0 0434 8.67 2.4 116x(BM.Tee-Run)=16 120.36 150 40.7 0413 8.67 4 1.101 lx(BM.Tee-Br)=5 41 0.0034 0 4x(BM.90)=2Q 161.36 0.5 0413 41.2 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 19 0337 8.67 0 1 8x(BM.Tee-Run)=8 44.31 150 44.6 0364 8.67 16.9 1.101 2x(BM.Tee-Br)=10 38 0.0499 0 4x(BM.90)=20 82.31 4.1 0364 48.7 Path No: 20 0339 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 45.5 0348 8.67 5 1.101 4x(BM.90)=20 29 0.0052 0 lx(BM.Tee-Br)=5 64.03 0.3 0348 45.8 Path No: 21 0019 36.29 0 1 2x(BM.Tee-Run)=2 9.5 150 23.8 0021 36.29 7.4 1.101 2 0.0108 0 _ 11.5 0.1 0021 23.9 Path No: 22 0092 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 30.8 0095 27.17 5.3 1.101 lx(BM.Tee-Br)=5 7 0.0058 0 19.11 0.1 0095 27.17 1 1 2x(BM.Tee-Run)=2 9.5 150 30.9 0097 27.17 6.3 1.101 2 0.0081 0 11.5 0.1 0097 31 Path No: 23 0092 27.17 0 1 llx(BM.Tee-Run)=11 120.13 150 30.8 0732 27.17 1.3 1.101 5x(BM.90)=25 36 0.0004 0 156.13 0.1 0732 27.17 -0.2 1 16x(BM.Tee-Run)=16 120.36 150 30.9 0095 27.17 1 1.101 2x(BM.Tee-Br)=10 46 0.0003 0 4x(BM.90)=20 166.36 0.0 0095 30.9 Path No: 24 -- - - -0170 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 35.7 0165 17.92 5.7 1.101 1x(BM.Tee-Br)=5 7 0.0065 0 19.11 0.1 0165 17.92 1.8 1 2x(BM.Tee-Run)=2 9.5 150 35.8 0163 17.92 7.4 1.101 2 0.0109 0 11.5 0.1 0163 35.9 File:C:\DWG\--Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 25 0418 8.67 0 1 lx(BM.Tee-Br)=5 120.13 150 40.5 0434 8.67 2.4 1.101 10x(BM.Tee-Run)=10 40 0.0014 0 5x(BM.90)=25 160.13 0.2 0434 40.7 Path No: 26 0080 36.29 0 1 7x(BM.Tee-Run)=7 90.38 150 22.4 0068 36.29 11.2 1.101 lx(BM.Tee-Br)=5 32 0.0233 0 4x(BM.90)=20 122.38 2.8 0068 25.2 Path No: 27 0022 36.29 0 1 4x(BM.Tee-Run)=4 45.8 150 24.3 1041 36.29 4.3 1.101 1x(BM.Tee-13r)=5 9 0.004 0 54.8 0.2 1041 36.29 -1.8 1 lx(BM.Tee-Br)=5 12.94 150 24.5 1040 36.29 2.5 1.101 5 0.0014 0 17.94 0.0 1040 36.29 0.1 1 16x(BM.Tee-Run)=16 130.07 150 24.5 0058 36.29 2.6 1.101 lx(BM.Tee-Br)=5 46 0.0016 0 5x(BM.90)=25 176.07 0.3 0058 24.8 Path No: 28 0026 36.29 0 1 23x(BM.Tee-Run)=23 187.07 150 25 0056 36.29 1.5 1.101 4x(BM.Tee-Br)=20 83 0.0006 0 8x(BM.90)=40 270.07 0.2 0056 25.2 Path No: 29 0061 36.29 0 1 7x(BM.Tee-Run)=7 124.28 150 24.5 1040 36.29 0.1 1.101 2x(BM.Tee-Br)=10 37 0 0 4x(BM.90)=20 161.28 0 1040 24.5 Path No: 30 0052 36.29 0 1 12x(BM.Tee-Run)=12 145.17 150 26.4 0035 36.29 4.7 1.101 lx(BM.Tee-Br)=5 37 0.0047 0 4x(BM.90)=20 182.17 0.9 0035 27.3 File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 31 0225 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 35.4 0230 17.92 2.2 1.101 lx(BM.Tee-Br)=5 7 0.0011 0 24.77 0.0 0230 17.92 -0.6 1 16x(BM.Tee-Run)=16 122.95 150 35.4 0208 17.92 1.5 1.101 2x(BM.Tee-Br)=10 46 0.0006 0 4x(BM.90)=20 168.95 0.1 0208 17.92 1.8 1 2x(BM.Tee-Run)=2 7.95 150 35.5 0206 17.92 3.4 1.101 2 0.0025 0 9.95 0.0 0206 17.92 1.8 1 lx(BM.Tee-Br)=5 7.13 150 35.6 0199 17.92 5.2 1.101 5 0.0055 0 12.13 0.1 0199 17.92 0.6 1 3x(BM.Tee-Run)=3 58.74 150 35.6 0162 17.92 5.8 1.101 lx(BM.Tee-Br)=5 8 0.0068 0 66.74 0.5 0162 36.1 Path No: 32 0225 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 35.4 0208 17.92 1.8 1.101 5x(BM.90)=25 37 0.0008 0 156.2 0.1 0208 35.5 Path No: 33 0550 8.67 0 1 12x(BM.Tee-Run)=12 119.2 150 39.7 0533 8.67 4.1 1.101 5x(BM.90)=25 37 0.0036 0 156.2 0.6 0533 40.3 Path No: 34 0555 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 39.9 0557 8.67 2.9 1.101 lx(BM.Tee-Br)=5 6 0.0019 0 13.95 0.0 0557 39.9 Path No: 35 0687 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 30.7 0703 27.17 0.7 1.1012x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0703 30.7 Path No: 36 0681 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 30.8 0655 27.17 1.2 1.101 2x(BM.Tee-Br)=10 46 0.0004 0 4x(BM.90)=20 168.95 0.1 0655 27.17 0.8 1 lx(BM.Tee-Br)=5 7.13 150 30.9 0718 27.17 2.1 1.101 5 0.001 0 12.13 0.0 0718 27.17 1.6 1 3x(BM.Tee-Run)=3 58.74 150 30.9 0098 27.17 3.6 1.101 lx(BM.Tee-Br)=5 8 0.0029 0 66.74 0.2 0098 31.1 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiv2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 37 0679 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 30.9 0657 27.17 0.9 1.101 2x(BM.Tee-Br)=10 46 0.0002 0 4x(BM.90)=20 168.95 0.0 0657 27.17 -0.1 1 2x(BM.Tee-Run)=2 7.95 150 30.9 0655 27.17 0.8 1.101 2 0.0002 0 9.95 0 0655 30.9 Path No: 38 0705 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 30.8 0685 27.17 0.1 1.101 2x(BM.Tee-Br)=10 36 0 0 4x(BM.90)=20 75.18 0 0685 30.8 Path No: 39 0707 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 30.8 0683 27.17 0.2 1.101 lx(BM.Tee-Br)=5 7 0.0000 0 44.18 0 0683 30.8 Path No: 40 0710 27.17 0 1 4x(B M.Tee-Run)=4 62.96 150 30.8 0718 27.17 1.6 1.101 4x(BM.90)=20 24 0.0006 0 86.96 0.1 0718 30.9 Path No: 41 0099 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 31.3 0118 27.17 4 1.1012x(BM.Tee-Br)=10 38 0.0034 0 4x(BM.90)=20 82.31 0.3 0118 27.17 3 1 2x(BM.Tee-Br)=10 11.61 150 31.6 0110 27.17 6.9 1.101 10 0.0095 0 21.61 0.2 0110 31.8 Path No: 42 - 0101 27.17 0 1 6x(B M.Tee-Run)=6 34.77 150 31.5 0118 27.17 3 1.101 2x(BM.Tee-Br)=1Q 36 0.002 0 4x(BM.90)=20 70.77 0.1 0118 31.6 Path No: 43 0238 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 35.4 0254 17.92 0.7 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0254 35.4 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psib) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 44 0236 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 35.4 0256 17.92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0256 35.4 Path No: 45 0234 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 35.4 0232 17.92 1.1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.13 0 0232 17.92 0.6 1 16x(BM.Tee-Run)=16 122.95 150 35.4 0206 17.92 1.8 1.101 lx(BM.Tee-Br)=5 41 0.0008 0 4x(BM.90)=20 163.95 0.1 0206 35.6 Path No: 46 0191 17.92 0 1 4x(BM.Tee-Run)=4 62.96 150 35.6 019917.92 0.6 1.101 4x(BM.90)=20 24 0.0001 0 0199 86.96 0 35.6 Path No: 47 0190 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 35.7 0186 17.92 2 1.101 3 0.001 0 12.5 0.0 0186 17.92 -0.3 1 16x(BM.Tee-Run)=16 120.36 150 35.7 0165 17.92 1.8 1.101 2x(BM.Tee-Br)=10 46 0.0008 0 4x(BM.90)=20 166.36 0.1 0165 35.8 Path No: 48 0161 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 36.5 1367 17.92 5.3 1.101 2x(BM.Tee-Br)=10 38 0.0058 0 4x(BM.90)=20 82.31 0.5 1367 17.92 4 1 2x(BM.Tee-Br)=10 11.61 150 36.9 0149 17.92 9.3 1.101 10 0.0163 0 21.61 0.4 0149 - 37.3 Path No: 49 0159 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 36.7 1367 17.92 4 1.101 2x(BM.Tee-Br)=10 36 0.0034 0 4x(BM.90)=20 70.77 0.2 1367 36.9 File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 50 0732 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 30.9 0728 27.17 0.2 1.101 lx(BM.Tee-Br)=5 7 0.0000 0 16.5 0 0728 30.9 Path No: 51 1041 36.29 0 1 8x(BM.Tee-Run)=8 55.39 150 24.5 0024 36.29 1.8 1.101 2x(BM.Tee-Br)=10 43 0.0008 0 5x(BM.90)=25 98.39 0.1 0024 24.6 Path No: 52 0230 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 35.4 0232 17.92 0.6 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.95 0 0232 35.4 Path No: 53 0657 27.17 0 1 11x(BM.Tee-Run)=11 119.2 150 30.9 0674 27.17 0.1 1.101 lx(BM.Tee-Br)=5 41 0 0 5x(BM.90)=25 160.2 0 0674 30.9 Path No: 54 0186 17.92 0 111x(BM.Tee-Run)=11 120.13 150 35.7 0170 17.92 0.3 1.101 5x(BM.90)=25 36 0.0000 0 156.13 0 0170 35.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.68 ft/s occurs in the following pipe(s): (0373-0349) File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job :THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC 1 1 c i i i 1 04 psi @ 184.1 gpm(84.1 gpm+100 gpm add.out.hose) 105)111„,__ 1 . 10 0, q 95 1 i 90 85 80 75: 1 A I C4 70: a. ac 65: 60_ I - 'S 0 tn 55 , $ 1 . o .. " a 50 . 45; I t 40 30 25; a 20 15 10 .:, 5 . I CD 0 CT 0 CD 0 CD 0 0 CD TC 0 CC 0 IC 0 CD 0 IC 0 Irl CIT, In TO N 00 CT CD ICI 0 N * r-• N C'T Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 2195(Ames3000SM1, Size = 2) 18 8; 17,8 16.8 : 15 8_ 14.8 13.8 12.8; — 1 11.8 -, 10.8J = 98 - th 7.8 psi 0 84.1 gpm-, to o8.8 8: 7 8; 6 8_ 5 8 3.8.- 2 8 - 1 8 — , Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job :THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2196 (Flow Switch, Size = 2) 3 psi@ 84.1 gpm co co o> 1.3 0.8 03— Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2197 (Gate A2360, Size = 4) 1 540 O. " 1,146 cn a) 0.546 0 psi@ 84.1 gpm 0.046— ,311 0 Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2o12 Tyco Fire Protection Products Page 20 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:7/17/2018 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) ,. 454 (40111, 1#., / A �'�- Coverage per Sprinkler(ft2) 200G O Number of Calculated Sprinklers 477506 PE 10-11-2018 In-Rack Demand(gpm) 0 OREGON Special Heads `'<<4;9 N 10 ,Lp�P L , 0 � Hose Streams(g pm) Ry 'k 100 Total Water Required (incl.Hose Streams) (gpm) 182.6 EXPIRATION DATE:12/31/18 Required Pressure at Source(psi) 82.9 Type of System Wet Volume-Entire System (gal) 301.4 gal Water Supply Information Date 5/4/18 Location __ -SITE - Source SRC Notes File:C:\DWG\--Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 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) 82.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82.6 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 82.9 SRC -Flow(gpm) 82.6 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 2 Supply Supply; Safety Pressure System Demand -e- Add. Out. Hose 150- t 140 r 130 "" 120 - `.t 11r _T _, 1 __ - •2 99.515 100111,11.111M. .�.... ell MOW .y 9r;NOM D3 ;./M6940111111161 V g+4111.1.8010010..61/4•WAN0 NH. ,�,�.�-.�.�2"""7 a 1 60 . - 1 C...:, .'-t .= '' __„L 1 e 1.. ' a € 50 40 30-]- D1 1 E ,,-t.',.,. l 0 "IinIIismase•ir•ason111111/1111111r.._1M111111ri1111111111111111111111ass -------IIIIINIIIIIIII ' 0 70809000010101:20030040050016001700180019002000 2100 2200 2300 240( Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job :THE FIELDS BUILDING 1 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 82.6 82.9 D3 System Demand+Add.Out.Hose 182.6 82.9 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 95.3 21.1 182.6 Supply;Safety Pressure 98.8 92.3 15.9 182.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiY) (gpm/ft2) (gpm) (psi) (gpnVft2) (gpm) (psi) 201 Overhead 200 4.9 0.1 20 16.7 0.101 20.3 17.1 Sprinkler 202 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 203 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.109 21.9 19.9 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 202 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.17 150 16.7 1072 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.17 1.3 1072 36.29 -8.6 l lx(BM.Tee-Run)=1 19 150 14.3 1073 36.29 11.4 1.101 1 0.024 0 20 0.5 1073 36.29 20.3 1 3x(BM.Tee-Run)=3 59.48 150 14.8 0061 36.29 31.7 1.101 lx(BM.Tee-Br)=5 8 0.1591 0 67.48 10.7 0061 36.29 -8.7 1 2x(BM.Tee-Run)=2 6.46 150 25.5 0063 36.29 23 1.101 2 0.0877 0 8.46 0.7 0063 36.29 -4.8 1 2x(BM.Tee-Run)=2 9.5 150 26.3 0065 36.29 18.2 1.101 2 0.057 0 11.5 0.7 0065 36.29 3.4 1 2x(BM.Tee-Run)=2 16.7 150 26.9 0068 36.29 21.6 1.101 lx(BM.Tee-Br)=5 7 0.078 0 23.7 1.8 0068 36.29 -2.6 1 2x(BM.Tee-Br)=10 9.13 150 28.8 0690 27.17 19 1.101 10 0.0616 4 19.13 1.2 0690 27.17 -3.8 1 lx(BM.Tee-Br)=5 9.25 150 33.9 0241 17.92 15.2 1.101 5 0.0408 4 14.25 0.6 0241 17.92 -5.3 1 1x(BM.Tee-Br)=5 9.25 150 38.5 0304 8.67 10 1.101 5 0.0186 4 14.25 0.3 0304 8.67 -3.8 1 2x(BM.Tee-Run)=2 16.7 150 42.8 0563 8.67 6.1 1.101 lx(BM.Tee-Br)=5 7 0.0075 0 23.7 0.2 0563 8.67 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 43 0561 8.67 4.9 1.101 2 0.005 0 11.5 0.1 0561 8.67 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 43 0559 8.67 3.6 1.101 2 0.0029 0 8.46 0.0 0559 8.67 -0.4 1 3x(BM.Tee-Run)=3 37.18 150 43 0321 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0321 8.67 6.3 1 3x(BM.Tee-Run)=3 24.14 150 43.1 0324 8.67 9.6 1.101 3 0.0174 0 27.14 0.5 0324 8.67 -2.2 1 lx(BM.Tee-Br)=5 6.46 150 43.6 0438 8.67 7.4 1.101 lx(BM.Tee-Run)=1 6 0.0108 0 12.46 0.1 0438 8.67 -1.5 1 15x(BM.Tee-Run)=15 122.39 150 43.8 0411 8.67 5.9 1.101 2x(BM.Tee-Br)=10 45 0.0071 0 4x(BM.90)=20 167.39 1.2 File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0411 8.67 18.4 1 lx(BM.Tee-Run)=1 6.46 150 44.9 0336 8.67 24.4 1.101 1 0.0976 0 7.46 0.7 0336 8.67 12.7 1 lx(BM.Tee-Run)=1 7.58 150 45.7 0337 8.67 37.1 1.101 1 0.2126 0 8.58 1.8 0337 8.67 -16.6 1 2x(BM.Tee-Run)=2 9.54 150 47.5 0339 8.67 20.5 1.101 2 0.071 0 11.54 0.8 0339 8.67 -4.7 1 6x(BM.Tee-Run)=6 34.77 150 48.3 0364 8.67 15.8 1.101 2x(BM.Tee-Br)=10 36 0.044 0 4x(BM.90)=20 70.77 3.1 0364 8.67 16.6 1 1x(BM.Tee-Run)=1 5.94 150 51.4 0349 8.67 32.4 1.101 1 0.1657 0 6.94 1.1 0349 8.67 50.2 1.25 lx(coupling)=1.59 26.75 150 52.6 0373 8.67 82.6 1.394 3x(BM,Tee-Run)=3 16.59 0.2967 0 2x(BM.90)=12 43.34 12.9 0373 8.67 0 2 lx(coupling)=1.23 3.95 120 65.4 FS-0 5.42 82.6 2.157 lx(us.Tee-Br)=12.31 13.54 0.0535 1.4 17.49 0.9 FS-O 5.42 0 2 1 0 67.8 Flow Switch FS-I 5.33 82.6 0 0 3 0.0 1 3 FS-I 5.33 0 2 1x(coupling)=1.23 1.23 120 70.8 BFP-O 3.21 82.6 2.157 1.23 0.0535 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 71.9 Ames3000SM BFP-I 1.33 82.6 0 0 4.1442 0.81 1.88 7.8 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 80.5 RC 1.17 82.6 2.067 1 0.0659 0.1 2.1 0.1 RC 1.17 0 4 1x(coupling)=1.32 0.17 120 80.7 FF 1 82.6 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 80.7 0360 -3.75 82.6 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 31.84 150 82.8 0361-0 -3.75 82.6 4.24 1.94 0.0013 0 33.78 0.0 0361-0 -3.75 0 4 0.75 0 82.9 Gate A2360 0361-I -3.75 82.6 0 0 0.0068 0 0.75 0 0361-I -3.75 0 4 1.41 150 82.9 SRC -3.75 82.6 4.24 0 0.0013 0 1.41 0 SRC 82.9 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job:THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi'/2) (ppm) (in) (ft) (ft) (psi) (psi) Path No: 2 201 27.79 4.9 20.3 1 lx(BM.Tee-Br)=5 9.17 150 17.1 1073 36.29 20.3 1.101 lx(BM.90)=5 10 0.0696 -3.7 1073 19.17 1.3 14.8 Path No: 3 203 27.79 4.9 20.4 1 lx(BM.Tee-Br)=5 9.17 150 17.3 1067 36.29 20.4 1.101 lx(BM.90)=5 10 0.0701 -3.7 19.17 1.3 1067 36.29 8.6 l lx(BM.Tee-Run)=1 20 150 14.9 1066 36.29 29 1.101 1 0.1347 0 21 2.8 1066 36.29 21.9 1 lx(BM.Tee-Run)=1 2.47 150 17.8 1040 36.29 50.8 1.101 1 0.3815 0 3.47 1.3 1040 36.29 -14.3 1 lx(BM.Tee-Run)=1 12.94 150 19.1 1041 36.29 36.6 1.101 1 0.2071 0 13.94 2.9 1041 36.29 -15.3 1 3x(BM.Tee-Run)=3 45.8 150 22 0022 36.29 21.2 1.101 lx(BM.Tee-Br)=5 8 0.0757 0 53.8 4.1 0022 36.29 -0.7 1 lx(BM.Tee-Run)=1 6.46 150 26.1 0021 36.29 20.5 1.101 1 0.0708 0 7.46 0.5 0021 36.29 -2.2 12x(BM.Tee-Run)=2 9.5 150 26.6 0019 36.29 18.3 1.101 2 0.0575 0 11.5 0.7 0019 36.29 3.6 1 lx(BM.Tee-Run)=1 12.11 150 27.2 0087 36.29 21.9 1.101 2x(BM.Tee-Br)=10 11 0.0801 0 23.11 1.9 0087 36.29 2.6 1 lx(BM.Tee-Run)=1 9.13 150 29.1 0092 27.17 24.5 1.101 1 0.0985 4 10.13 1 0092 27.17 -3.1 11x(BM.Tee-Run)=1 9.25 150 34 0170 17.92 21.3 1.101 1 0.0764 4 10.25 0.8 0170 17.92 -4.4 1 1x(BM.Tee-Br)=5 9.25 150 38.8 0418 8.67 16.9 1.101 5 0.0498 4 -- 14.25 14.25 0.7 0418 8.67 -2.4 12x(BM.Tee-Run)=2 12.11 150 43.6 0413 8.67 14.6 1.1011x(BM.Tee-Br)=5 7 0.0377 0 19.11 0.7 0413 8.67 3.8 12x(BM.Tee-Run)=2 9.5 150 44.3 0411 8.67 18.4 1.101 2 0.0582 0 0411 11.5 0.7 44.9 File:C:\DWG\-FirestoplThe Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 27 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 4 204 27.79 4.9 21.9 1 1x(BM.Tee-Br)=5 9.17 150 19.9 1066 36.29 21,9 1.101 lx(BM.90)=5 10 0.08 -3.7 19.17 1.5 1066 17.8 Path No: 5 1072 36.29 0 1 1x(BM.Tee-Run)=1 23.33 150 14.3 1067 36.29 8.6 1.101 4x(BM.90)=20 21 0.0142 0 44.33 0.6 1067 14.9 Path No: 6 0061 36.29 0 1 3x(BM.Tee-Run)=3 7.13 150 25.5 0058 36.29 8.7 1.101 3 0.0146 0 10.13 0.1 0058 36.29 14.3 1 2x(BM.Tee-Run)=2 7.95 150 25.7 0056 36.29 23 1.101 2 0.0879 0 9.95 0.9 0056 36.29 -0.5 1 2x(BM.Tee-Run)=2 18.75 150 26.6 0052 36.29 22.5 1.101 lx(BM.Tee-Br)=5 7 0.0844 0 25.75 2.2 0052 36.29 -5.4 1 2x(BM.Tee-Br)=10 10.1 150 28.7 0674 27.17 17.1 1.101 lx(BM.90)=5 15 0.0506 4 25.1 1.3 0674 27.17 -2.1 1 lx(BM.Tee-Br)=5 9.25 150 34 0225 17.92 15 1.101 5 0.0399 4 14.25 0.6 0225 17.92 -4.8 1 lx(BM.Tee-Br)=5 9.25 150 38.5 0550 8.67 10.2 1.101 5 0.0195 4 14.25 0.3 0550 8.67 -4 1 2x(BM.Tee-Run)=2 17.77 150 42.8 0555 8.67 6.2 1.101 lx(BM.Tee-Br)=5 7 0.0077 0 24.77 0.2 0555 8.67 -3.1 1 lx(BM,Tee-Run)=1 7.95 150 43 0557 8.67 3.1 1.101 lx(BM.Tee-Br)=5 6 0.0021 0 13.95 0.0 0557 8.67 0.4 1 15x(BM.Tee-Run)=15 122.95 150 43 0531 8.67 3.4 1.101 1x(BM.Tee-Br)=5 40 0.0026 0 4x(BM.90)=20 162.95 0.4 0531 8.67 7.1 1 lx(BM.Tee-Br)=5 7.13 150 43.5 0332 8.67 10.5 1.101 5 0.0207 0 12.13 0.3 0332 8.67 2.2 1 3x(BM.Tee-Run)=3 58.74 150 43.7 0336 8.67 12.7 1.101 lx(BM.Tee-Br)=5 8 0.0293 0 66.74 2 0336 45.7 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 0063 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 26.3 0843 36.29 4.8 1.101 2x(BM.Tee-Br)=10 44 0.0048 0 5x(BM.90)=25 105.14 0.5 0843 36.29 -1.4 1 6x(BM.Tee-Run)=6 49.64 150 26.8 0065 36.29 3.4 1.101 lx(BM.Tee-Br)=5 11 0.0025 0 60.64 0.2 0065 26.9 Path No: 8 0068 36.29 0 1 14x(8M.Tee-Run)=14 166.08 150 28.8 0087 36.29 2.6 1.101 lx(BM.Tee-Br)=5 39 0.0015 0 4x(BM.90)=20 205.08 0.3 0087 29.1 File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 29 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 9 0690 27.17 0 1 2x(BM.Tee-Run)=2 16.7 150 33.9 0687 27.17 2.3 1.101 lx(BM.Tee-Br)=5 7 0.0013 0 23.7 0.0 0687 27.17 -0.4 1 2x(BM.Tee-Run)=2 9.5 150 33.9 0685 27.17 2 1.101 2 0.0009 0 11.5 0.0 0685 27.17 -0.3 1 2x(BM.Tee-Run)=2 6.46 150 34 0683 27.17 1.7 1.101 2 0.0007 0 8.46 0 0683 27.17 -0.8 1 lx(BM.Tee-Run)=1 7.13 150 34 0681 27.17 0.9 1.101 1x(BM.Tee-Br)=5 6 0.0002 0 13.13 0 0681 27.17 0.2 1 16x(BM.Tee-Run)=16 122.95 150 34 0655 27.17 1 1.101 lx(BM.Tee-Br)=5 41 0.0003 0 4x(BM.90)=20 163.95 0.0 0655 27.17 1.9 1 1x(BM.Tee-Br)=5 7.13 150 34 0718 27.17 2.9 1.101 5 0.0019 0 12.13 0.0 0718 27.17 0.3 13x(BM.Tee-Run)=3 58.74 150 34 0098 27.17 3.2 1.101 lx(BM.Tee-Br)=5 8 0.0023 0 66.74 0.2 0098 27.17 5.8 1 lx(BM.Tee-Run)=1 7.58 150 34.2 0099 27.17 9 1.101 1 0.0154 0 8.58 0.1 0099 27.17 -3 1 2x(BM.Tee-Run)=2 9.54 150 34.3 0101 27.17 6 1.101 2 0.0072 0 11.54 0.1 0101 27.17 -2.2 1 3x(BM.Tee-Run)=3 35.03 150 34.4 0110 27.17 3.7 1.101 2x(BM.Tee-Br)=10 33 0.003 0 4x(BM.90)=20 68.03 0.2 0110 27.17 27.3 1 1x(B M.Tee-Run)=1 9.25 150 34.6 0149 17.92 31 1.101 1 0.1526 4 10.25 1.6 0149 17.92 14.5 1 lx(BM.Tee-Br)=5 9.25 150 40.2 0348 8.67 45.5 1.101 5 0.3103 4 14.25 4.4 0348 8.67 4.7 1 lx(BM.Tee-Br)=5 5.67 150 48.6 0349 8.67 50.2 1.101 5 0.372 0 10.67 4 0349 52.6 File:C:\DWGhFirestoplThe Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 10 0690 27.17 0 1 5x(BM.Tee-Run)=5 34.36 150 33.9 0703 27.17 1.4 1.101 lx(BM.Tee-Br)=5 30 0.0005 0 4x(BM.90)=20 64.36 0.0 0703 27.17 0.4 1 2x(BM.Tee-Run)=2 9.5 150 33.9 0705 27.17 1.8 1.101 2 0.0008 0 11.5 0 0705 27.17 0.3 1 lx(BM.Tee-Run)=1 6.46 150 34 0707 27.17 2.1 1.101 lx(BM.Tee-Br)=5 6 0.001 0 12.46 0.0 0707 27.17 0.8 1 2x(BM.Tee-Run)=2 24.14 150 34 0710 27.17 2.9 1.101 lx(BM.Tee-Br)=5 7 0.0019 0 31.14 0.1 0710 27.17 -0.3 1 1x(BM.Tee-Run)=1 6.46 150 34 0728 27.17 2.6 1.101 1 0.0016 0 7.46 0.0 0728 27.17 -1.1 1 16x(BM.Tee-Run)=16 122.39 150 34 0097 27.17 1.5 1.101 2x(BM.Tee-Br)=10 46 0.0006 0 4x(BM.90)=20 168.39 0.1 0097 27.17 4.3 11x(BM.Tee-Run)=1 6.46 150 34.1 0098 27.17 5.8 1.101 1 0.0068 0 7.46 0.1 0098 34.2 File:C:\DWG\--Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 11 0241 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 38.5 0238 17.92 3.2 1.101 lx(BM.Tee-Br)=5 7 0.0023 0 23.7 0.1 0238 17.92 -0.6 1 2x(BM.Tee-Run)=2 9.5 150 38.6 0236 17.92 2.6 1.101 2 0.0016 0 11.5 0.0 0236 17.92 -0.6 1 2x(BM.Tee-Run)=2 6.46 150 38.6 0234 17.92 2 1.101 2 0.001 0 8.46 0 0234 17.92 -0.4 1 3x(BM.Tee-Run)=3 37.18 150 38.6 0258 17.92 1.6 1.101 lx(BM.Tee-Br)=5 8 0.0007 0 45.18 0.0 0258 17.92 3.3 1 2x(BM.Tee-Run)=2 24.14 150 38.6 0191 17.92 4.9 1.101 lx(BM.Tee-Br)=5 7 0.005 0 31.14 0.2 0191 17.92 -0.1 1 lx(BM.Tee-Run)=1 6.46 150 38.8 0190 17.92 4.8 1.101 1 0.0048 0 7.46 0.0 0190 17.92 -2.3 1 16x(BM.Tee-Run)=16 122.39 150 38.8 0163 17.92 2.5 1.101 2x(BM.Tee-Br)=10 46 0.0014 0 4x(BM.90)=20 168.39 0.2 0163 17.92 6.7 1 lx(BM.Tee-Run)=1 6.46 150 39 0162 17.92 9.2 1.101 1 0.016 0 7.46 0.1 0162 17.92 5.3 1 lx(BM.Tee-Run)=1 7.58 150 39.2 0161 17.92 14.5 1.101 1 0.0373 0 8.58 0.3 0161 17.92 -4.8 1 2x(BM.Tee-Run)=2 9.54 150 39.5 0159 17.92 9.6 1.101 2 0.0175 0 11.54 0.2 0159 17.92 -3.6 1 3x(BM.Tee-Run)=3 35.03 150 39,7 0149 17.92 6 1.101 2x(BM.Tee-Br)=10 33 0.0073 0 4x(BM.90)=20 68.03 0.5 0149 40.2 Path No: 12 0241 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 38.5 0254 17.92 2 1.101 lx(BM.Tee-Br)=5 30 0.001 0 4x(BM.90)=20 64.36 0.1 0254 17.92 0.6 1 2x(BM.Tee-Run)=2 9.5 150 38.6 0256 17.92 2.6 1.101 2 0.0016 0 11.5 0.0 0256 17.92 0.6 1 lx(BM.Tee-Run)=1 6.46 150 38.6 0258 17.92 3.3 1.101 1x(BM.Tee-Br)=5 6 0.0024 0 12.46 0.0 0258 38.6 File:C:\DWGV-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 13 0304 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 42.8 0317 8.67 3.8 1.101 lx(BM.Tee-Br)=5 30 0.0032 0 4x(BM.90)=20 64.36 0.2 0317 8.67 1.2 1 2x(BM.Tee-Run)=2 9.5 150 43 0319 8.67 5.1 1.101 2 0.0053 0 11.5 0.1 0319 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 43 0321 8.67 6.3 1.101 lx(BM.Tee-Br)=5 6 0.008 0 12.46 0.1 0321 43.1 Path No: 14 0563 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 43 0317 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0317 43 Path No: 15 0561 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 43 0319 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0319 43 Path No: 16 0559 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 43 0557 8.67 0.4 1.1011x(BM.Tee-Br)=5 6 0.0000 0 13.13 0 0557 43 Path No: 17 0324 8.67 0 1 4x(BM.Tee-Run)=4 62.96 150 43.6 0332 8.67 2.2 1.101 4x(BM.90)=20 24 0.0011 0 86.96 0.1 0332 43.7 Path No: 18 0438 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 43.8 0434 8.67 1.5 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 16.5 0 0434 8.67 2.4 1 16x(BM.Tee-Run)=16 120.36 150 43.8 0413 8.67 3.8 1.101 lx(BM.Tee-Br)=5 41 0.0032 0 4x(BM.90)=20 161.36 0.5 0413 44.3 Path No: 19 0337 8.67 0 1 8x(BM.Tee-Run)=8 44.31 150 47.5 0364 8.67 16.6 1.101 2x(BM.Tee-Br)=10 38 0.0478 0 4x(BM.90)=20 82.31 3.9 0364 51.4 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 20 0339 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 48.3 0348 8.67 4.7 1.101 4x(BM.90)=20 29 0.0046 0 lx(BM.Tee-Br)=5 64.03 0.3 0348 48.6 Path No: 21 1040 36.29 0 1 16x(BM.Tee-Run)=16 130.07 150 19.1 0058 36.29 14.3 1.101 2x(BM.Tee-Br)=10 51 0.0364 0 5x(BM.90)=25 181.07 6.6 0058 25.7 Path No: 22 1041 36.29 0 1 8x(B M.Tee-Run)=8 55.39 150 22 0024 36.29 15.3 1.101 2x(BM.Tee-Br)=10 43 0.0414 0 5x(BM.90)=25 98.39 4.1 0024 36.29 0.7 1 2x(BM.Tee-Run)=2 9.54 150 26.1 0026 36.29 16.1 1.101 2 0.0452 0 11.54 0.5 0026 36.29 0.5 1 3x(B M.Tee-Run)=3 35.03 150 26.6 0035 36.29 16.6 1.101 2x(BM.Tee-Br)=10 33 0.0479 0 4x(BM.90)=20 68.03 3.3 0035 36.29 5.4 1 lx(BM.Tee-Run)=1 9.13 150 29.8 0110 27.17 22 1.101 1 0.0809 4 10.13 0.8 0110 34.6 Path No: 23 0022 36.29 0 1 2x(BM.Tee-Run)=2 7.58 150 26.1 0024 36.29 0.7 1.101 2 0.0002 0 9.58 0 0024 26.1 Path No: 24 0021 36.29 0 1 2x(BM.Tee-Br)=10 131.89 150 26.6 0835 36.29 2.2 1.101 16x(BM.Tee-Run)=16 51 0.0011 0 5x(BM.90)=25 182.89 0.2 0835 36.29 1.4 1 16x(BM.Tee-Run)=16 121.7 150 26.8 0019 36.29 3.6 1.101 1x(BM.Tee-Br)=5 41 0.0028 0 4x(BM.90)=20 162.7 0.5 0019 27.2 Path No: 25 0092 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 34 0095 27.17 3.2 1.101 1x(BM.Tee-Br)=5 7 0.0023 0 19.11 0.0 0095 27.17 1 12x(BM.Tee-Run)=2 9.5 150 34.1 0097 27.17 4.3 1.101 2 0.0039 0 11.5 0.0 0097 34.1 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright/02002-2012 Tyco Fire Protection Products Page 34 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 26 0170 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 38.8 0165 17.92 5 1.101 lx(BM.Tee-Br)=5 7 0.0052 0 19.11 0.1 0165 17.92 1.7 1 2x(BM.Tee-Run)=2 9.5 150 38.9 0163 17.92 6.7 1.101 2 0.009 0 11.5 0.1 0163 39 Path No: 27 0418 8.67 0 1 lx(BM.Tee-Br)=5 120.13 150 43.6 0434 8.67 2.4 1.10110x(BM.Tee-Run)=10 40 0.0013 0 5x(BM.90)=25 160.13 0.2 0434 43.8 Path No: 28 0056 36.29 0 1 23x(BM.Tee-Run)=23 187.07 150 26.6 0026 36.29 0.5 1.101 4x(BM.Tee-Br)=20 83 0.0001 0 8x(BM.90)=40 270.07 0.0 0026 26.6 Path No: 29 0052 36.29 0 1 12x(BM.Tee-Run)=12 145.17 150 28.7 0035 36.29 5.4 1.101 1x(BM.Tee-Br)=5 37 0.0061 0 4x(BM.90)=20 182.17 1.1 0035 29.8 Path No: 30 0674 27.17 0 1 2x(BM.Tee-Run)=2 17.77 150 34 0679 27.17 1 1.101 lx(BM.Tee-Br)=5 7 0.0003 0 24.77 0 0679 27.17 -0.2 1 16x(BM.Tee-Run)=16 122.95 150 34 0657 27.17 0.9 1.101 2x(BM.Tee-Br)=10 46 0.0002 0 4x(BM.90)=20 168.95 0.0 0657 27.17 1 1 2x(BM.Tee-Run)=2 7.95 150 34 0655 27.17 1.9 1.101 2 0.0009 0 9.95 0 0655 34 Path No: 31 0674 27.17 0 1 12x(BM.Tee-Run)=12 119.2 150 34 0657 27.17 1 1.101 5x(BM.90)=25 37 0.0003 0 156.2 0.0 0657 34 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 32 0225 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 38.5 0230 17.92 2.9 1.101 lx(BM.Tee-Br)=5 7 0.0019 0 24.77 0.0 0230 17.92 -1.3 1 16x(BM.Tee-Run)=16 122.95 150 38.6 0208 17.92 1.5 1.101 2x(BM.Tee-Br)=10 46 0.0006 0 4x(BM.90)=20 168.95 0.1 0208 17.92 2 1 2x(BM.Tee-Run)=2 7.95 150 38.7 0206 17.92 3.5 1.101 2 0.0027 0 9.95 0.0 0206 17.92 1.7 1 lx(BM.Tee-Br)=5 7.13 150 38.7 0199 17.92 5.2 1.101 5 0.0056 0 12.13 0.1 0199 17.92 0,1 1 3x(BM.Tee-Run)=3 58.74 150 38.8 0162 17.92 5.3 1.101 1x(BM.Tee-Br)=5 8 0.0058 0 66.74 0.4 0162 39.2 Path No: 33 0225 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 38.5 0208 17.92 2 1.101 5x(BM.90)=25 37 0.0009 0 156.2 0.1 - 0208 38.7 Path No: 34 0550 8.67 0 1 12x(BM.Tee-Run)=12 119.2 150 42.8 0533 8.67 4 1.101 5x(BM.90)=25 37 0.0035 0 156.2 0.5 0533 8.67 3.1 1 2x(BM.Tee-Run)=2 7.95 150 43.4 0531 8.67 7.1 1.101 2 0.01 0 9.95 0.1 0531 43.5 Path No: 35 0555 8.67 0 1 16x(BM.Tee-Run)=16 122.95 150 43 0533 8.67 3.1 1.101 2x(BM.Tee-Br)=10 46 0.0021 0 4x(BM.90)=20 168.95 0.4 0533 43.4 Path No: 36 0843 36.29 0 12x(BM.Tee-Run)=2 11.69 150 26.8 0835 36.29 1.4 1.101 _ 2 0.0005 0 13.69 0 0835 26.8 Path No: 37 0687 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 33.9 0703 27.17 0.4 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0703 33.9 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 38 068527.17 0 1 6x(BM.Tee-Run)=6 39.18 150 34 0705 27.17 0.3 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0705 34 Path No: 39 0683 27.17 0 1 3x(BM.Tee-Run)=3 37.18 150 34 0707 27.17 0.8 1.101 lx(BM,Tee-Br)=5 8 0.0002 0 45.18 0 0707 34 Path No: 40 0099 27.17 0 1 8x(B M.Tee-Run)=8 44.31 150 34.3 0118 27.17 3 1.101 2x(BM.Tee-Br)=10 38 0.002 0 4x(BM.90)=20 82.31 0.2 0118 27.17 2.2 12x(BM.Tee-Br)=10 11.61 150 34.5 0110 27.17 5.3 1.101 10 0.0057 0 21.61 0.1 0110 34.6 Path No: 41 0101 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 34.4 0118 27.17 2.2 1.101 2x(BM.Tee-Br)=10 36 0.0012 0 4x(BM.90)=20 70.77 0.1 34.5 0118 Path No: 42 0710 27.17 0 1 3x(B M.Tee-Run)=3 62.96 150 34 0718 27.17 0.3 1.101 lx(BM.Tee-Br)=5 28 0.0000 0 4x(BM.90)=20 90.96 0 0718 34 Path No: 43 0728 27.17 0 13x(BM.Tee-Run)=3 9.5 150 34 0732 27.17 1.1 1.101 3 0.0003 0 12.5 0 0732 27.17 -0.1 1 16x(BM.Tee-Run)=16 120.36 150 34 0095 27.17 1 1.1012x(BM.Tee-Br)=10 46 0.0003 0 4x(BM.90)=20 166.36 0.0 0095 34.1 Path No: 44 0238 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 38.6 0254 17,92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0254 38.6 File:C:\DWG\--Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 37 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi' ) (ppm) (in) (ft) (ft) (psi) (psi) Path No: 45 0236 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 38.6 0256 17.92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0256 38.6 Path No: 46 0234 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 38.6 0232 17.92 0.4 1.101 1x(BM.Tee-Br)=5 6 0.0000 0 13.13 0 0232 17.92 1.3 1 16x(BM.Tee-Run)=16 122.95 150 38.6 0206 17.92 1.7 1.101 lx(BM.Tee-Br)=5 41 0.0007 0 4x(BM.90)=20 163.95 0.1 0206 38.7 Path No: 47 0191 17.92 0 1 3x(BM.Tee-Run)=3 62.96 150 38.8 0199 17.92 0.1 1.101 lx(BM.Tee-Br)=5 28 0 0 4x(BM.90)=20 90.96 0 0199 38.8 Path No: 48 0190 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 38.8 0186 17.92 2.3 1.101 3 0.0012 0 12.5 0.0 0186 17.92 -0.6 1 16x(BM.Tee-Run)=16 120.36 150 38.8 0165 17.92 1.7 1.101 2x(BM.Tee-Br)=10 46 0.0007 0 4x(BM.90)=20 166.36 0.1 0165 38.9 Path No: 49 0161 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 39.5 1367 17.92 4.8 1.101 2x(BM.Tee-Br)=10 38 0.0049 0 4x(BM.90)=20 82.31 0.4 1367 17.92 3.6 1 2x(BM.Tee-Br)=10 11.61 150 39.9 0149 17.92 8.5 1.101 10 0.0138 0 21.61 0.3 0149 40.2 Path No: 50 0159 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 39.7 1367 17.92 3.6 1.101 2x(BM.Tee-Br)=10 36 0.0028 0 4x(BM.90)=20 70.77 0.2 1367 39.9 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 38 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 51 0679 27.17 0 1 lx(BM.Tee-Run)=1 7.95 150 34 0681 27.17 0.2 1.101 1x(BM.Tee-Br)=5 6 0 0 13.95 0 0681 34 Path No: 52 0230 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 38.6 0232 17.92 1.3 1.101 lx(BM.Tee-Br)=5 6 0.0005 0 13.95 0 0232 38.6 Path No: 53 0732 27.17 0 1 llx(BM.Tee-Run)=11 120.13 150 34 0092 27.17 0.1 1.101 5x(BM.90)=25 36 0 0 156.13 0 0092 34 Path No: 54 0186 17.92 0 1 llx(BM.Tee-Run)=11 120.13 150 38.8 0170 17.92 0.6 1.101 5x(BM.90)=25 36 0.0001 0 156.13 0.0 0170 38.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. Maximum Velocity of 17.36 ft/s occurs in the following pipe(s): (0373-0349) File:C:\DWG\UFirestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job :THE FIELDS BUILDING 1 ,,‹1 Device Graphs 04 psi@ 182.6 gpm(82.6 gpm+100 gpm add.out.hose) Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC • ...............__ _ 100; = 95: 90 85: 4 1 80 75: 'n7 a ci,c 65: ' ! '5 60, 0 Cl) 55 I • CD : a. 25 7- 10, • r , 51- , 00 000 0 0 0 0 0 ,C, 0 000 CD 0 0 0 C Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 2195(Ames3000SM1, Size = 2) 18.8 17.8 16.8 15.8 .. . 14.8 13.8 . 12.8 tr) 11.8 LI ci 10.8 . = 9.8.8 7.8 psi @ 82.6 gprtj otri 8 •-,x, it 7.8 0 6.8 5.8 4.8 3.8 2.8 1.8 , 0.8 , o ' ' 0 0 v, o N o -. N N 0, ,10 , ,- N Row,gpm File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright()2002-2012 Tyco Fire Protection Products Page 40 • Job :THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2196 (Flow Switch, Size = 2) 3 psi @ 82.6•pm a 1 8 it 13 0.8 03 o 5.1.1 Row,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2197 (Gate A2360, Size = 4) 1 546 to 1.046 0546 0 psi @ 82.6 gpm • 0.046 _oil T4 08 Cl Row,gpm File:CADWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright CO 2002-2012 Tyco Fire Protection Products Page 41 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:7/17/2018 Contractor Information Name of Contractor: FIRE STOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT, CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 3 Remote Area Location 3RD FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 397 1 Coverage per Sprinkler(ft2) 200 �.ii Number of Calculated Sprinklers 4 /0"\\C21 77506 PE In-Rack Demand(gpm) 0 10-11-2018 Special Heads OREGON Hose Streams(gpm) 100 vF4)N L 0 ' FP\' RY t . 0' Total Water Required (incl.Hose Streams) (gpm) 181.3 EXPIRATION DATE:12/31/18 Required Pressure at Source(psi) 70.6 Type of System Wet Volume-Entire System (gal) 301.8 gal Water Supply Information Date 5/4/18 Location - SITE - Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 42 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Hoses Inside Hose Flow/Standpipe Demand (gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 100 Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) 100 Sprinklers Ovehead Sprinkler Flow(gpm) 81.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.3 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 70.6 SRC -Flow(gpm) 81.3 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 3 Supply Supply; Safety Pressure System Dernand —i— Add. Out. Hose 150n 1 140 .,.,. ,__M ,... - _ ---- w... ._,... . , 130 11. mlS2 99.515 1-.....'-..----'---...;.,........,...... 100 —. .�.... 11194M 0/1111011MINFN 11.1114 ^' WimmifiRomMvatu '- iv) t i -I IL — Cl)) 70 a60 50 ._. a ..._ _q.e��-- __ 40 30- _._... ill 2 D1 1 10 0,IIIIIIIMINNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM/IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIBIIIIIIIIIIIIIIIIIIIIIIIIIII 0 7090900 001010t100300400 50016001700180019002000 2100 2200 2300 2406 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright CO 2002-2012 Tyco Fire Protection Products Page 44 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.3 70.6 D3 System Demand+Add.Out.Hose 181.3 70.6 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 102.9 33.3 181.3 Supply;Safety Pressure 98.8 99.8 28.1 181.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi' ) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 200 4.9 0.1 20 16.7 0.104 20.8 18.1 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 303 Overhead 200 4.9 0.1 70 16.7 0.1 20 16.7 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 302 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.72 150 16.7 0923 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.72 1.4 0923 27.17 3.5 1 3x(BM.Tee-Run)=3 27.61 150 14.4 0687 27.17 23.5 1.101 1x(BM.Tee-Br)=5 28 0.0913 0 4x(BM.90)=20 55.61 5.1 0687 27.17 -6.4 1 lx(BM.Tee-Run)=1 16.7 150 19.4 0690 27.17 17.1 1.101 2x(BM.Tee-Br)=10 11 0.0506 0 27.7 1.4 0690 27.17 6.8 1 lx(BM.Tee-Br)=5 9.25 150 20.8 0241 17.92 23.8 1.101 5 0.0938 4 14.25 1.3 0241 17.92 -11.4 1 lx(BM.Tee-Br)=5 9.25 150 26.2 0304 8.67 12.5 1.101 5 0.0282 4 14.25 0.4 0304 8.67 -4.8 1 2x(BM.Tee-Run)=2 16.7 150 30.6 0563 8.67 7.7 1.101 lx(BM.Tee-Br)=5 7 0.0115 0 23.7 0.3 0563 8.67 -1.4 1 2x(BM.Tee-Run)=2 9.5 150 30.9 0561 8.67 6.3 1.101 2 0.008 0 11.5 0.1 0561 8.67 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 31 0559 8.67 5.1 1.101 2 0.0053 0 8.46 0.0 0559 8.67 -1.6 1 3x(BM.Tee-Run)=3 37.18 150 31 0321 8.67 3.5 1.101 lx(BM.Tee-Br)=5 8 0.0026 0 45.18 0.1 0321 8.67 7.4 1 3x(BM.Tee-Run)=3 24.14 150 31.1 0324 8.67 10.9 1.101 3 0.0218 0 27.14 0.6 0324 8.67 -2 1 lx(BM.Tee-Br)=5 6.46 150 31.7 0438 8.67 8.9 1.101 lx(BM.Tee-Run)=1 6 0.015 0 12.46 0.2 0438 8.67 -2.7 1 15x(BM.Tee-Run)=15 122.39 150 31.9 0411 8.67 6.1 1.101 2x(BM.Tee-Br)=10 45 0.0076 0 4x(BM.90)=20 167.39 1.3 0411 8.67 18.2 1 lx(BM.Tee-Run)=1 6.46 150 33.2 0336 8.67 24.3 1.101 1 0.0972 0 7.46 0.7 0336 8.67 13.2 1 1x(BM.Tee-Run)=1 7.58 150 33.9 0337 8.67 37.5 1.101 1 0.2172 0 8.58 1.9 0337 8.67 -16.5 1 2x(BM.Tee-Run)=2 9.54 150 35.8 0339 8.67 21 1.101 2 0.0742 0 11.54 0.9 0339 8.67 -5.3 1 6x(BM.Tee-Run)=6 34.77 150 36.6 0364 8.67 15.7 1.101 2x(BM.Tee-Br)=10 36 0.0432 0 4x(BM.90)=20 70.77 3.1 File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0364 8.67 16.5 1 lx(BM.Tee-Run)=1 5.94 150 39.7 0349 8.67 32.2 1.101 1 0.1636 0 6.94 1.1 0349 8.67 49.1 1.25 lx(coupling)=1.59 26.75 150 40.8 0373 8.67 81.3 1.394 3x(BM.Tee-Run)=3 16.59 0.2881 0 2x(BM.90)=12 43.34 12.5 0373 8.67 0 2 lx(coupling)=1.23 3.95 120 53.3 FS-O 5.42 81.3 2.157 lx(us.Tee-Br)=12.31 13.54 0.052 1.4 17.49 0.9 FS-0 5.42 0 2 1 0 55.6 Flow Switch FS-I 5.33 81.3 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 58.6 BFP-O 3.21 81.3 2.157 1.23 0.052 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 59.7 Ames3000SM BFP-I 1.33 81.3 0 0 4.1205 0.8 1 1.88 7.7 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 68.2 RC 1.17 81.3 2.067 1 0.064 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 68.4 FF 1 81.3 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 68.5 0360 -3.75 81.3 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 31.84 150 70.6 0361-0 -3.75 81.3 4.24 1.94 0.0013 0 33.78 0.0 0361-0 -3.75 0 4 0.75 0 70.6 Gate A2360 0361-I -3.75 81.3 0 0 0.0066 0 0.75 0 0361-I -3.75 0 4 1.41 150 70.6 SRC -3.75 81.3 4.24 0 0.0013 0 1.41 0 SRC 70.6 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 2 303 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.18 150 16.7 0922 27.17 20 1.101 lx(BM.90)=5 10 0.068 -3.8 20.18 1.4 0922 27.17 -3.5 1 1x(B M.Tee-Run)=1 10.26 150 14.3 0921 27.17 16.6 1.101 1 0.0479 0 11.26 0.5 0921 27.17 20.4 1 lx(BM.Tee-Br)=5 0.5 150 14.9 0703 27.17 36.9 1.101 5 0.2111 0 5.5 1.2 0703 27.17 -2 12x(BM.Tee-Run)=2 9.5 150 16 0705 27.17 34.9 1.101 2 0.1901 0 11.5 2.2 0705 27.17 -9.5 1 1x(BM.Tee-Run)=1 6.46 150 18.2 0707 27.17 25.4 1.101 1x(BM.Tee-Br)=5 6 0.1053 0 12.46 1.3 0707 27.17 -6.3 1 3x(B M.Tee-Run)=3 24.14 150 19.5 0710 27.17 19 1.101 3 0.0619 0 27.14 1.7 0710 27.17 -4.6 1 lx(BM.Tee-Br)=5 6.46 150 21.2 0728 27.17 14.4 1.101 lx(BM.Tee-Run)=1 6 0.037 0 12.46 0.5 0728 27.17 -5.1 1 3x(B M.Tee-Run)=3 9.5 150 21.7 0732 27.17 9.3 1.101 3 0.0165 0 12.5 0.2 0732 27.17 -4.5 1 10x(BM.Tee--Run)=10 120.13 150 21.9 0092 27.17 4.9 1.101 lx(BM.Tee-Br)=5 40 0.0049 0 5x(BM.90)=25 160.13 0.8 0092 27.17 12.7 1 lx(B M.Tee-Run)=1 9.25 150 22.7 0170 17.92 17.5 1.101 1 0.0531 4 10.25 0.5 0170 17.92 -2.1 1 lx(BM.Tee-Br)=5 9.25 150 27.2 0418 8.67 15.4 1.101 5 0.042 4 14.25 0.6 0418 8.67 -1.4 1 2x(BM.Tee-Run)=2 12.11 150 31.8 0413 8.67 14 1.101 lx(BM.Tee-Br)=5 7 0.0351 0 19.11 0.7 0413 8.67 4.1 1 2x(BM.Tee-Run)=2 9.5 150 32.5 0411 8.67 18.2 1.101 2 0.0567 0 11.5 0.7 0411 33.2 Path No: 3 304 18.5 4.9 20.4 11x(BM.Tee-Br)=5 9.63 150 17.3 0921 27.17 20.4 1.101 lx(BM.90)=5 10 0.0701 -3.8 19.63 1.4 0921 14.9 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 4 301 18.5 4.9 20.8 1 lx(BM.Tee-Br)=5 13.69 150 18.1 0697 27.17 20.8 1.101 lx(BM.90)=5 10 0.0731 -3.8 23.69 1.7 0697 27.17 2 1 2x(BM.Tee-Run)=2 27.92 150 16.1 0690 27.17 22.9 1.101 lx(BM.Tee-Br)=5 27 0.0869 0 4x(BM.90)=20 54.92 4.8 0690 27.17 -6.8 1 lx(BM.Tee-Br)=5 9.13 150 20.8 0068 36.29 16.1 1.101 5 0.0454 -4 14.13 0.6 0068 36.29 -5 1 2x(BM.Tee-Run)=2 16.7 150 17.5 0065 36.29 11.1 1.101 lx(BM.Tee-Br)=5 7 0.0228 0 23.7 0.5 0065 36.29 -3.6 1 2x(BM.Tee-Run)=2 9.5 150 18.1 0063 36.29 7.6 1.101 2 0.0112 0 11.5 0.1 0063 36.29 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 18.2 0061 36.29 6.3 1.101 2 0.008 0 8.46 0.1 0061 36.29 -2.2 1 3x(BM.Tee-Run)=3 7.13 150 18.3 0058 36.29 4.1 1.101 3 0.0037 0 10.13 0.0 0058 36.29 -1.8 1 2x(BM.Tee-Run)=2 7.95 150 18.3 0056 36.29 2.4 1.101 2 0.0013 0 9.95 0.0 0056 36.29 i -0.2 1 23x(BM.Tee-Run)=23 187.07 150 18.3 0026 36.29 2.2 1.101 4x(BM.Tee-Br)=20 83 0.0012 0 8x(BM.90)=40 270.07 0.3 0026 36.29 5.3 1 3x(BM.Tee-Run)=3 35.03 150 18.6 0035 36.29 7.5 1.101 2x(BM.Tee-Br)=10 33 0.0111 0 4x(BM.90)=20 68.03 0.8 0035 36.29 5.3 1 lx(BM.Tee-Run)=1 9.13 150 19.4 0110 27.17 12.9 1.101 1 0.0299 4 10.13 0.3 0110 27.17 14.3 1 lx(BM.Tee-Run)=1 9.25 150 23.6 0149 17.92 27.1 1.101 1 0.1192 4 10.25 1.2 0149 17.92 16.6 1 lx(BM.Tee-Br)=5 9.25 150 28.9 0348 8.67 43.8 1.101 5 0.2888 4 14.25 4.1 0348 8.67 5.3 1 lx(BM.Tee-Br)=5 5.67 150 37 0349 8.67 49.1 1.101 5 0.3573 0 10.67 3.8 0349 40.8 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 49 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 5 0687 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 19.4 0685 27.17 6.4 1.101 2 0.0082 0 11.5 0.1 0685 27.17 9.5 1 2x(BM.Tee-Run)=2 6.46 150 19.5 0683 27.17 15.9 1.101 2 0.0445 0 8.46 0.4 0683 27.17 6.3 1 2x(BM.Tee-Run)=2 7.13 150 19.9 0681 27.17 22.3 1.101 2 0.0827 0 9.13 0.8 0681 27.17 -5.1 1 2x(BM.Tee-Run)=2 7.95 150 20.7 0679 27.17 17.2 1.101 2 0.051 0 9.95 0.5 0679 27.17 -3.3 1 1x(BM.Tee-Run)=1 17.77 150 21.2 0674 27.17 13.8 1.101 2x(BM.Tee-Br)=10 11 0.0343 0 28.77 1 0674 27.17 -1.1 11x(BM.Tee-Br)=5 9.25 150 22.1 0225 17.92 12.8 1.101 5 0.0295 4 14.25 0.4 0225 17.92 -3.2 1 1x(BM.Tee-Br)=5 9.25 150 26.6 0550 8.67 9.6 1.101 5 0.0174 4 14.25 0.2 0550 8.67 -4.1 1 2x(BM.Tee-Run)=2 17.77 150 30.8 0555 8.67 5.5 1.101 lx(BM.Tee-Br)=5 7 0.0062 0 24.77 0.2 0555 8.67 -2.2 1 16x(BM.Tee-Run)=16 122.95 150 31 0533 8.67 3.3 1.101 2x(BM.Tee-Br)=10 46 0.0024 0 4x(BM.90)=20 168.95 0.4 0533 8.67 4.1 1 2x(BM.Tee-Run)=2 7.95 150 31.4 - 0531 8.67 7.4 1.101 2 0.0108 0 9.95 0.1 0531 8.67 3.8 1 lx(BM.Tee-Br)=5 7.13 150 31.5 0332 8.67 11.2 1.101 5 0.0232 0 12.13 0.3 0332 8.67 2 1 3x(BM.Tee-Run)=3 58.74 150 31.8 0336 8.67 13.2 1.101 lx(BM.Tee-Br)=5 8 0.0315 0 66.74 2.1 0336 33.9 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 50 , Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 6 0241 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 26.2 0238 17.92 7.1 1.101 1x(BM.Tee-Br)=5 7 0.0099 0 23.7 0.2 0238 17.92 -1 12x(BM.Tee-Run)=2 9.5 150 26.4 0236 17.92 6 1.101 2 0.0074 0 11.5 0.1 0236 17.92 -0.4 1 2x(BM.Tee-Run)=2 6.46 150 26.5 0234 17.92 5.6 1.101 2 0.0064 0 8.46 0.1 0234 17.92 -1.8 1 2x(BM.Tee-Run)=2 7.13 150 26.5 0232 17.92 3.8 1.101 2 0.0032 0 9.13 0.0 0232 17.92 -1.4 1 16x(BM.Tee-Run)=16 122.95 150 26.6 0206 17.92 2.5 1.101 2x(BM.Tee-Br)=10 46 0.0014 0 4x(BM.90)=20 168.95 0.2 0206 17.92 4.5 1 1x(BM.Tee-Br)=5 7.13 150 26.8 0199 17.92 7 1.101 5 0.0096 0 12.13 0.1 0199 17.92 -0.2 1 3x(BM.Tee-Run)=3 58.74 150 26.9 0162 17.92 6.8 1.101 lx(BM.Tee-Br)=5 8 0.0092 0 66.74 0.6 0162 17.92 9.8 1 lx(BM.Tee-Run)=1 7.58 150 27.5 0161 17.92 16.6 1.101 1 0.0481 0 8.58 0.4 0161 17.92 -5.6 1 2x(BM.Tee-Run)=2 9.54 150 28 0159 17.92 11.1 1.101 2 0.0226 0 11.54 0.3 0159 17.92 -4.1 1 3x(BM.Tee-Run)=3 35.03 150 28.2 0149 17.92 6.9 1.101 2x(BM.Tee-Br)=10 33 0.0095 0 4x(BM.90)=20 68.03 0.6 0149 28.9 r • File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 7 0241 17.92 0 15x(BM.Tee-Run)=5 34.36 150 26.2 0254 17.92 4.3 1.101 1x(BM.Tee-Br)=5 30 0.004 0 4x(BM.90)=20 64.36 0.3 0254 17.92 1 1 2x(BM.Tee-Run)=2 9.5 150 26.4 0256 17.92 5.3 1.101 2 0.0059 0 11.5 0.1 0256 17.92 0.4 1 lx(BM.Tee-Run)=1 6.46 150 26.5 0258 17.92 5.8 1.101 1x(BM.Tee-Br)=5 6 0.0068 0 12.46 0.1 0258 17.92 1.8 1 2x(BM.Tee-Run)=2 24.14 150 26.6 0191 17.92 7.6 1.101 lx(BM.Tee-Br)=5 7 0.0112 0 31.14 0.3 0191 17.92 0.2 1 lx(BM.Tee-Run)=1 6.46 150 26.9 0190 17.92 7.8 1.101 1 0.0117 0 7.46 0.1 0190 17.92 -3.2 1 3x(BM.Tee-Run)=3 9.5 150 27 0186 17.92 4.5 1.101 3 0.0043 0 12.5 0.1 0186 17.92 -2.1 1 16x(BM.Tee-Run)=16 120,36 150 27.1 0165 17.92 2.5 1.101 2x(BM.Tee-Br)=10 46 0.0014 0 4x(BM.90)=20 166.36 0.2 0165 17.92 4.2 1 2x(BM.Tee-Run)=2 9.5 150 27.3 0163 17.92 6.6 1.101 2 0.0088 0 11.5 0.1 0163 17.92 3.2 1 lx(BM.Tee-Run)=1 6.46 150 27.4 0162 17.92 9.8 1.101 1 0.0182 0 7.46 0.1 0162 27.5 Path No: 8 0304 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 30.6 0317 8.67 4.8 1.101 lx(BM.Tee-Br)=5 30 0.0048 0 4x(BM.90)=20 64.36 0.3 0317 8.67 1.4 1 2x(BM.Tee-Run)=2 9.5 150 30.9 0319 8.67 6.1 1.101 2 0.0076 0 11.5 0.1 0319 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 31 0321 8.67 7.4 1.101 lx(BM.Tee-Br)=5 6 0.0107 0 12.46 0.1 0321 31.1 Path No: 9 0563 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 30.9 0317 8.67 1.4 1.101 2x(BM.Tee-Br)=10 36 0.0005 0 4x(BM.90)=20 75,18 0.0 0317 30.9 Path No: 10 0561 8.67 0 16x(BM.Tee-Run)=6 39.18 150 31 0319 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0319 31 File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 11 0559 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 31 0557 8.67 1.6 1.101 lx(BM.Tee-Br)=5 6 0.0006 0 13.13 0 0557 8.67 2.2 1 15x(BM.Tee-Run)=15 122.95 150 31 0531 8.67 3.8 1.101 lx(BM.Tee-Br)=5 40 0.0031 0 4x(BM.90)=20 162.95 0.5 0531 31.5 Path No: 12 0324 8.67 0 1 4x(BM.Tee-Run)=4 62.96 150 31.7 0332 8.67 2 1.101 4x(BM.90)=20 24 0.001 0 86.96 0.1 0332 31.8 Path No: 13 0438 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 31.9 0434 8.67 2.7 1.101 lx(BM.Tee-Br)=5 7 0.0017 0 16.5 0.0 0434 8.67 1.4 1 16x(BM.Tee-Run)=16 120.36 150 31.9 0413 8.67 4.1 1.101 lx(BM.Tee-Br)=5 41 0.0037 0 4x(BM.90)=20 161.36 0.6 0413 32.5 Path No: 14 0337 8.67 0 1 8x(BM.Tee-Run)=8 44.31 150 35.8 0364 8.67 16.5 1.101 2x(BM.Tee-Br)=10 38 0.0475 0 4x(BM.90)=20 82.31 3.9 0364 - 39.7 Path No: 15 0339 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 36.6 0348 8.67 5.3 1.101 4x(BM.90)=20 29 0.0058 0 lx(BM.Tee-Br)=5 64.03 0.4 0348 37 Path No: 16 0922 27.17 0 1 lx(BM.Tee-Run)=1 0.81 150 14.3 0923 27.17 3.5 1.101 1 0.0026 0 1.81 0 0923 14.4 Path No: 17 0703 27.17 0 1 2x(BM.Tee-Run)=2 6.44 150 16 0697 27.17 2 1.101 lx(BM.Tee-Br)=5 7 0.001 0 13.44 0.0 0697 16.1 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 53 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (Psi) Path No: 18 0705 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 18.2 0685 27.17 9.5 1.101 2x(BM.Tee-Br)=10 36 0.0172 0 4x(BM.90)=20 75.18 1.3 0685 19.5 Path No: 19 0707 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 19.5 0683 27.17 6.3 1.101 1x(BM.Tee-Br)=5 7 0.008 0 44.18 0.4 0683 19.9 Path No: 20 0710 27.17 0 1 4x(BM.Tee-Run)=4 62.96 150 21.2 0718 27.17 4.6 1.101 4x(BM.90)=20 24 0.0045 0 86.96 0.4 0718 27.17 4.3 1 3x(BM.Tee-Run)=3 58.74 150 21.6 0098 27.17 8.9 1.101 lx(BM.Tee-Br)=5 8 0.0153 0 66.74 1 0098 27.17 5.3 1 lx(BM.Tee-Run)=1 7.58 150 22.6 0099 27.17 14.3 1.101 1 0.0363 0 8.58 0.3 0099 27.17 -4.8 1 2x(BM.Tee-Run)=2 9.54 150 22.9 0101 27.17 9.5 1.101 2 0.0171 0 11.54 0.2 0101 27.17 -3.6 1 3x(BM.Tee-Run)=3 35.03 150 23.1 0110 27.17 5.9 1.101 2x(BM.Tee-Br)=10 33 0.0071 0 4x(BM.90)=20 68.03 0.5 0110 23.6 Path No: 21 0728 27.17 0 1 16x(BM.Tee-Run)=16 122.39 150 21.7 0097 27.17 5.1 1.101 2x(BM.Tee-Br)=10 46 0.0054 0 4x(BM.90)=20 168.39 0.9 0097 27.17 0.2 1 lx(BM.Tee-Run)=1 6.46 150 22.6 0098 27.17 5.3 1.101 1 0.0058 0 7.46 0.0 0098 22.6 Path No: 22 0732 27.17 0 1 16x(BM.Tee-Run)=16 120.36 150 21.9 0095 27.17 4.5 1.101 2x(BM.Tee-Br)=10 46 0.0042 0 4x(BM.90)=20 166.36 0.7 0095 27.17 -0.2 1 lx(BM.Tee-Run)=1 12.11 150 22.6 0092 27.17 4.2 1.101 2x(BM.Tee-Br)=10 11 0.0038 0 23.11 0.1 0092 22.7 File:C:\DWG\'Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 54 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/PsO/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 23 0170 17.92 0 12x(BM.Tee-Run)=2 12.11 150 27.2 0165 17.92 4.2 1.101 lx(BM.Tee-Br)=5 7 0.0037 0 0165 19.11 0.1 27.3 Path No: 24 0418 8.67 0 1 lx(BM.Tee-Br)=5 120.13 150 31.8 0434 8.67 1.4 1.101 10x(BM,Tee-Run)=10 40 0.0005 0 5x(BM.90)=25 160.13 0.1 0434 31.9 Path No: 25 0068 36.29 0 1 14x(BM.Tee-Run)=14 166.08 150 17.5 0087 36.29 5 1.101 lx(BM.Tee-Br)=5 39 0.0052 0 4x(BM.90)=20 205.08 1.1 0087 36.29 3.4 1 lx(BM.Tee-Run)=1 9.13 150 18.6 0092 27.17 8.4 1.101 1 0.0137 4 10.13 0.1 0092 22.7 Path No: 26 0065 36.29 0 1 7x(BM.Tee-Run)=7 49.64 150 18.1 0843 36.29 3.6 1.101 lx(BM.Tee-Br)=5 12 0.0028 0 61.64 0.2 0843 36.29 1.3 1 2x(BM.Tee-Run)=2 11.69 150 18.2 0835 36.29 4.8 1.101 2 0.0048 0 13.69 0.1 0835 36.29 -2.3 1 16x(BM.Tee-Run)=16 121.7 150 18.3 0019 36.29 2.5 1.101 lx(BM.Tee-Br)=5 41 0.0014 0 4x(BM.90)=20 162.7 0.2 0019 36.29 0.9 1 1x(BM.Tee-Run)=1 12.11 150 18.5 0087 36.29 3.4 1.101 2x(BM.Tee-Br)=10 11 0.0026 0 23.11 0.1 0087 18.6 Path No: 27 0063 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 18.2 0843 36.29 1.3 1.101 2x(BM.Tee-Br)=10 44 0.0004 0 5x(BM.90)=25 105.14 0.0 0843 18.2 File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 55 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 28 0061 36.29 0 1 8x(BM.Tee-Run)=8 124.28 150 18.3 1040 36.29 2.2 1.101 4x(BM.90)=20 33 0.0011 0 lx(BM.Tee-Br)=5 157.28 0.2 1040 36.29 1.8 1 lx(BM.Tee-Run)=1 12.94 150 18.4 1041 36.29 3.9 1.101 1 0.0033 0 13.94 0.0 1041 36.29 -1.8 1 3x(BM.Tee-Run)=3 45.8 150 18.5 0022 36.29 2.1 1.101 1x(BM.Tee-Br)=5 8 0.001 0 53.8 0.1 0022 36.29 1.4 1 2x(BM.Tee-Run)=2 7.58 150 18.5 0024 36.29 3.5 1.101 2 0.0026 0 9.58 0.0 0024 36.29 1.8 1 2x(BM.Tee-Run)=2 9.54 150 18.6 0026 36.29 5.3 1.101 2 0.0058 0 11.54 0.1 0026 18.6 Path No: 29 0058 36.29 0 1 2x(B M.Tee-Br)=10 130.07 150 18.3 1040 36.29 1.8 1.101 16x(BM.Tee-Run)=16 51 0.0007 0 5x(BM.90)=25 181.07 0.1 1040 18.4 Path No: 30 0056 36.29 0 1 2x(BM.Tee-Run)=2 18.75 150 18.3 0052 36.29 0.2 1.101 lx(BM.Tee-Br)=5 7 0 0 25.75 0 0052 36.29 5.2 1 12x(BM.Tee-Run)=12 145.17 150 18.3 0035 36.29 5.3 1.101 lx(BM.Tee-Br)=5 37 0.0059 0 4x(BM.90)=20 182.17 1.1 0035 19.4 Path No: 31 0681 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 20.7 0655 27.17 5.1 1.1012x(BM.Tee-Br)=10 46 0.0054 0 4x(BM.90)=20 168.95 0.9 0655 27.17 -0.8 1 lx(BM.Tee-Br)=5 7.13 150 21.6 0718 27.17 4.3 1.101 5 0.004 0 12.13 0.0 0718 21.6 Path No: 32 0679 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 21.2 0657 27.17 3.3 1.101 2x(BM.Tee-Br)=10 46 0.0024 0 4x(BM.90)=20 168.95 0.4 0657 27.17 0.8 1 llx(BM.Tee-Run)=11 119.2 150 21.6 0674 27.17 4.1 1.101 lx(BM.Tee-Br)=5 41 0.0036 0 5x(BM.90)=25 160.2 0.6 0674 27.17 1.1 1 1x(BM.Tee-Br)=5 10.1 150 22.1 0052 36.29 5.2 1.101 lx(BM.90)=5 10 0.0055 -4 20.1 0.1 0052 18.3 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 56 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft}Path (ppm) (in) (ft) (ft) (psi) (psi) Path No: 33 0225 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 26.6 0208 17.92 2.3 1.101 5x(BM.90)=25 37 0.0012 0 156.2 0.2 0208 17.92 2.2 12x(BM.Tee-Run)=2 7.95 150 26.8 0206 17.92 4.5 1.101 2 0.0043 0 9.95 0.0 0206 26.8 Path No: 34 0225 17.92 0 12x(BM.Tee-Br)=10 17.77 150 26.6 0230 17.92 0.9 1.101 lx(BM.Tee-Run)=1 11 0.0002 0 28.77 0 0230 17.92 1.4 1 16x(BM.Tee-Run)=16 122.95 150 26.6 0208 17.92 2.2 1.101 lx(BM.Tee-Br)=5 41 0.0011 0 4x(BM.90)=20 163.95 0.2 0208 26.8 Path No: 35 0550 8.67 0 112x(BM.Tee-Run)=12 119.2 150 30.8 0533 8.67 4.1 1.101 5x(BM.90)=25 37 0.0036 0 156.2 0.6 0533 31.4 Path No: 36 0555 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 31 0557 8.67 2.2 1.101 lx(BM.Tee-Br)=5 6 0.0011 0 0557 13.95 0.0 31 Path No: 37 0238 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 26.4 0254 17.92 1 1.101 2x(BM.Tee-Br)=10 36 0.0003 0 4x(BM.90)=20 75.18 0.0 0254 26.4 Path No: 38 0236 17.92 0 16x(BM.Tee-Run)=6 39.18 150 26.5 0256 17.92 0.4 1.1012x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0256 - 26.5 Path No: 39 0234 17.92 0 1 3x(BM.Tee-Run)=3 37.18 150 26.5 0258 17.92 1.8 1.101 lx(BM.Tee-Br)=5 8 0.0008 0 45.18 0.0 0258 26.6 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 57 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psP'2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 40 0232 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 26.6 0230 17.92 1.4 1.101 lx(BM.Tee-Br)=5 6 0.0005 0 13.95 0 0230 26.6 Path No: 41 0199 17.92 0 13x(BM.Tee-Run)=3 62.96 150 26.9 0191 17.92 0.2 1.101 lx(BM.Tee-Br)=5 28 0.0000 0 4x(BM.90)=20 90.96 0 0191 26.9 Path No: 42 0161 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 28 1367 17.92 5.6 1.101 2x(BM.Tee-Br)=10 38 0.0063 0 4x(BM.90)=20 82.31 0.5 1367 17.92 4.1 1 2x(BM.Tee-Br)=10 11.61 150 28.5 0149 17.92 9.7 1.101 10 0.0178 0 21.61 0.4 0149 28.9 Path No: 43 0159 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 28.2 1367 17.92 4.1 1.101 2x(BM.Tee-Br)=10 36 0.0037 0 4x(BM.90)=20 70.77 0.3 1367 28.5 Path No: 44 0190 17.92 0 1 16x(BM.Tee-Run)=16 122.39 150 27 0163 17.92 3.2 1.101 2x(BM.Tee-Br)=10 46 0.0023 0 4x(BM.90)=20 168.39 0.4 0163 27.4 Path No: 45 0186 17.92 0 1 llx(BM.Tee-Run)=11 120.13 150 27.1 0170 17.92 2.1 1.101 5x(BM.90)=25 36 0.001 0 156.13 0.2 0170 27.2 Path No: 46 0099 27.17 0 1 8x(BM.Tee-Run)=8 44.31 150 22.9 0118 27.17 4.8 1.101 2x(BM.Tee-Br)=10 38 0.0048 0 4x(BM.90)=20 82.31 0.4 0118 27.17 3.6 1 2x(BM.Tee-Br)=10 11.61 150 23.3 0110 27.17 8.3 1.101 10 0.0134 0 21.61 0.3 0110 23.6 File:C:ADWGU-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright @ 2002-2012 Tyco Fire Protection Products Page 58 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi1/2) (ppm) (in) (ft) (ft) (Psi) (psi) Path No: 47 0101 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 23.1 0118 27.17 3.6 1.101 2x(BM.Tee-Br)=10 36 0.0028 0 4x(BM.90)=20 70.77 0.2 0118 23.3 Path No: 48 0095 27.17 0 1 2x(BM.Tee-Run)=2 9.5 150 22.6 0097 27.17 0.2 1.101 2 0.0000 0 11.5 0 0097 22.6 Path No: 49 0835 36.29 0 1 16x(BM.Tee-Run)=16 131.89 150 18.3 0021 36.29 2.3 1.101 2x(BM.Tee-Br)=10 51 0.0013 0 5x(BM.90)=25 182.89 0.2 0021 36.29 -0.9 1 lx(BM.Tee-Run)=1 6.46 150 18.5 0022 36.29 1.4 1.101 1 0.0005 0 7.46 0 0022 18.5 Path No: 50 1041 36.29 0 18x(BM.Tee-Run)=8 55.39 150 18.5 0024 36.29 1.8 1.101 2x(BM.Tee-Br)=10 43 0.0008 0 5x(BM.90)=25 98.39 0.1 0024 18.6 Path No: 51 0655 27.17 0 12x(BM.Tee-Run)=2 7.95 150 21.6 0657 27.17 0.8 1.101 2 0.0002 0 0657 9.95 0 21.6 Path No: 52 0021 36.29 0 1 2x(BM.Tee-Run)=2 9.5 150 18.5 0019 36.29 0.9 1.101 2 0.0002 0 11.5 0 0019 - 18.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. Maximum Velocity of 17.08 ft/s occurs in the following pipe(s): (0373-0349) File:C:\DWG\--Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 59 Job:THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC 04 psi @ 181.3 gpm(81.3 .pmi-100 gpm add.out.hose) — 105 - - - 100 - - -.0 95 90 85 80 - 75 *C7) 70 ct 6 65 = 60 US th 55 - 2 50 a. 45 .. • 40 - 30 - 25 - 10 5 — 0 0 0 0 0 C 0 0 0 0 0 3331 3131 0, , 3330 C, 0 VI '-C , 3--1 Row,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 2195(Ames3000511/11, Size = 2) 18.8 16.8 : 13.8-:3 : 1 8: _.---1 : 6 io 8 1 t.. 7 psi@ 81.3 gpm IX 7 8 .... _ 3_ „ 6 8i 5 8 4 4.8) 3 8- 2,8 1.8 I , , o o o - c-4 r Row,gpm File:CADWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright()2002-2012 Tyco Fire Protection Products Page 60 Job :THE FIELDS BUILDING 1 Device Graphs 1 Pressure Loss Function Design Area: 3; Valve Ref.: 2196 (Flow Switch, Size = 2) i 3 psi @ 81.3 gpmk I 1 2.8- — a 1.8 P. m , to _ co L. cll 0.8O , , , , , „ . , , o ,, o ,n _ 0 C ''' , 'a 0 rn Row,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2197 (Gate A2360, Size = 4) / 1 546 — — CO ai i- 1 o46 m w , w 8.... 0.546-— ' I 0 psi@ 81.3 gpm _ i 0.046 , s. 1 ,--- -.1.1.-.- . 0 = 0 = 0 08 0 = 0 /-., -4- .= 0 6, Row,gpm File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright @ 2002-2012 Tyco Fire Protection Products Page 61 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 1 Contract No. :2018-TF-001 City: TIGARD, OR 97223 Project Location: 7670 SW HUNZIKER RD Date:7/17/2018 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) 0.1fr Area ofApplication(ft') 454 ",./y2ilft. Coverage per Sprinkler(ft2) 200 t� 4 �y 77506 PE Number of Calculated Sprinklers 4 10-11-2018 In-Rack Demand(gpm) OREGON Special Heads 0 "'F's 'r 10 2' �Pte' 'I'ipy L O \-\F, Hose Streams(gpm) 100 EXPIRATION DATE:12/31/18 Total Water Required(incl.Hose Streams) (gpm) 181.9 Required Pressure at Source(psi) 68.4 Type of System Wet Volume-Entire System (gal) 301.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 62 Job :THE FIELDS BUILDING 1 Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (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) 81.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.9 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 68.4 SRC -Flow(gpm) 81.9 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 63 Job:THE FIELDS BUILDING 1 Hydraulic Analysis for : 4 Supply Supply; Safety Pressure System Demand —IE— Add. Out. Hose 150 M 140 ._r 130 a 120 11 -----_._o..._.--_.-.. .-----m- --� �.--- _ .......--_.....m.--.�..... — ..._....... .. .d; E;2 1 99.515 ,, 1001;....._...„„._._ ..� _.._.,� ...� 'J � � w 90 8C D3 (/) 70_ ._. �_ �s CD CL. 60 50 it.n _ ,- �n- 40 30 v l 21 D1 103 01 t tlimirsi.........>.i.net.>.mosois___oomaisisinsmotiolomomatentimammams.me1 I 0 70810900 0(71010L100300400 50016001700180019002000 2100 2200 2300 2401 Flow, gpm i File.C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 02002-2012 Tyco Fee Protection Products Page 64 Job :THE FIELDS BUILDING 1 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 81.9 68.4 D3 System Demand+Add.Out.Hose 181.9 68.4 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 105.8 35.6 181.9 Supply;Safety Pressure 98.8 102.6 30.4 181.9 Open Heads Head Ref. Head Type Coverage K-Factor Required Calculated Density Flow Pressure Density Flow Pressure ( 2) (9Pmlpsi1/2) (9p iYft2) (gpm) (psi) (9prrVft2) (gpm) (psi) 401 Overhead 200 4.9 0.1 Sprinkler 20 16.7 0.106 21.2 18.6 402 Overhead Sprinkler 200 4.9 0.1 20 16.7 0.1 20.1 16.8 403 Overhead 200 4,9 Sprinkler 0.1 20 16.7 0.1 20 16.7 404 Overhead 200 4.9 0.1 20 16.7 0.103 20.6 17.7 Sprinkler File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 65 Job:THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 403 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0716 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0716 27.17 -3.1 1 lx(BM.Tee-Run)=1 20 150 14.3 0717 27.17 16.9 1.101 1 0.0495 0 21 1 0717 27.17 20.6 1 lx(BM.Tee-Run)=1 2.47 150 15.3 0718 27.17 37.5 1.101 1 0.2169 0 3.47 0.8 0718 27.17 -16.2 1 lx(BM.Tee-Run)=1 7.13 150 16 0655 27.17 21.3 1.101 1x(BM.Tee-Br)=5 6 0.0763 0 13.13 1 0655 27.17 -6.8 1 2x(BM.Tee-Run)=2 7.95 150 17.1 0657 27.17 14.6 1.101 2 0.0376 0 9.95 0.4 0657 27.17 -6.1 1 llx(BM.Tee-Run)=11 119.2 150 17.4 0674 27.17 8.4 1.101 lx(BM.Tee-Br)=5 41 0.0137 0 5x(BM.90)=25 160.2 2.2 0674 27.17 7.3 1 lx(BM.Tee-Br)=5 9.25 150 19.6 0225 17.92 15.8 1.101 5 0.0438 4 14.25 0.6 0225 17.92 -5.4 1 lx(BM.Tee-Br)=5 9.25 150 24.3 0550 8.67 10.4 1.101 5 0.02 4 14.25 0.3 0550 8.67 -4.1 1 2x(BM.Tee-Run)=2 17.77 150 28.6 0555 8.67 6.3 1.101 lx(BM.Tee-Br)=5 7 0.0079 0 24.77 0.2 0555 8.67 -3.1 1 lx(BM.Tee-Run)=1 7.95 150 28.7 0557 8.67 3.2 1.101 lx(BM.Tee-Br)=5 6 0.0023 0 13.95 0.0 0557 8.67 0.3 1 15x(BM.Tee-Run)=15 122.95 150 28.8 0531 8.67 3.5 1.101 lx(BM.Tee-Br)=5 40 0.0026 0 4x(BM.90)=20 162.95 0.4 0531 8.67 7.2 1 lx(BM.Tee-Br)=5 7.13 150 29.2 0332 8.67 10.6 1.101 5 0.0211 0 12.13 0.3 0332 8.67 2.1 1 3x(BM.Tee-Run)=3 58.74 150 29.5 0336 8.67 12.8 1.101 lx(BM.Tee-Br)=5 8 0.0296 0 66.74 2 0336 8.67 24.4 1 lx(BM.Tee-Run)=1 7.58 150 31.4 0337 8.67 37,1 1.101 1 0.2133 0 8.58 1.8 0337 8.67 -16.5 1 2x(BM.Tee-Run)=2 9.54 150 33.3 0339 8.67 20.6 1.101 2 0.0719 0 11.54 0.8 0339 8.67 -4.9 1 6x(BM.Tee-Run)=6 34.77 150 34.1 0364 8.67 15.7 1.101 2x(BM.Tee-Br)=10 36 0.0435 0 4x(BM.90)=20 70.77 3.1 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 66 Job:THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) i (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0364 8.67 16.5 1 lx(BM.Tee-Run)=1 5.94 150 37.2 0349 8.67 32.2 1.101 1 0.164 0 6.94 1.1 0349 8.67 49.6 1.25 1x(coupling)=1.59 26.75 150 38.3 0373 8.67 81.9 1.394 3x(BM.Tee-Run)=3 16.59 0.292 0 2x(BM.90)=12 43.34 12.7 0373 8.67 0 2 lx(coupling)=1.23 3.95 120 51 FS-O 5.42 81.9 2.157 lx(us.Tee-Br)=12.31 13.54 0.0527 1.4 17.49 0.9 FS-0 5.42 0 2 1 0 53.3 Flow Switch FS-I 5.33 81.9 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 56.3 BFP-O 3.21 81.9 2.157 1.23 0.0527 0.9 2.46 0.1 BFPO 3.21 0 2 1.88 0 57.4 Ames3000SM BFP-I 1.33 81.9 0 0 4.1313 0.81 1.88 7.7 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 65.9 RC 1.17 81.9 2.067 1 0.0648 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 66.2 FF 1 81.9 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 1x(us.90)=18.33 4.75 140 66.2 0360 -3.75 81.9 4.3 18.33 0.0014 2.1 23.08 0.0 0360 -3.75 0 4 lx(coupling)=1.94 31.84 150 68.3 0361-0 -3.75 81.9 4.24 1.94 0.0013 0 33.78 0.0 0361-0 -3.75 0 4 0.75 0 68.4 Gate A2360 0361-I -3.75 81.9 0 0 0.0067 0 0.75 0 0361-I -3.75 0 4 1.41 150 68.4 SRC -3.75 81.9 4.24 0 0.0013 0 1.41 0 SRC 68.4 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 67 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 2 402 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.8 0711 27.17 20.1 1.101 lx(BM.90)=5 10 0.0683 -3.8 19.33 1.3 0711 27.17 3.1 1 lx(BM.Tee-Br)=5 17.16 150 14.4 0710 27.17 23.2 1.101 5 0.0893 0 22.16 2 0710 27.17 0.3 1 lx(BM.Tee-Run)=1 6.46 150 16.3 0728 27.17 23.5 1.101 1 0.0917 0 7.46 0.7 0728 27.17 -8 1 3x(BM.Tee-Run)=3 9.5 150 17 0732 27.17 15.6 1.101 3 0.0427 0 12.5 0.5 0732 27.17 -7 1 l0x(BM.Tee-Run)=10 120.13 150 17.6 0092 27.17 8.6 1.101 1x(BM.Tee-Br)=5 40 0.0142 0 5x(BM.90)=25 160.13 2.3 0092 27.17 12.8 1 lx(BM.Tee-Run)=1 9.25 150 19.8 0170 17.92 21.4 1.101 1 0.0768 4 10.25 0.8 0170 17.92 -4.6 11x(BM.Tee-Br)=5 9.25 150 24.6 0418 8.67 16.8 1.101 5 0.0491 4 14.25 0.7 0418 8.67 -2.3 1 2x(BM.Tee-Run)=2 12.11 150 29.3 0413 8.67 14.5 1.101 lx(BM.Tee-Br)=5 7 0.0375 0 19.11 0.7 0413 8.67 3.9 1 2x(BM.Tee-Run)=2 9.5 150 30 0411 8.67 18.4 1.101 2 0.0581 0 11.5 0.7 0411 8.67 6 1 lx(BM.Tee-Run)=1 6.46 150 30.7 0336 8.67 24.4 1.101 1 0.0976 0 7.46 0.7 0336 31.4 Path No: 3 404 18.5 4.9 20.6 1 lx(BM.Tee-Br)=5 9.33 150 17.7 0717 27.17 20.6 1.101 lx(BM.90)=5 10 0.0716 -3.8 19.33 1.4 0717 15.3 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 68 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 4 401 18.5 4.9 21.2 1 lx(BM.Tee-Br)=5 9.33 150 18.6 0709 27.17 21.2 1.101 lx(8M.90)=5 10 0.0752 -3.8 19.33 1.5 0709 27.17 -0.3 1 2x(BM.Tee-Run)=2 22.3 150 16.3 0707 27.17 20.8 1.101 2 0.073 0 24.3 1.8 0707 27.17 -7.5 1 2x(BM.Tee-Run)=2 6.46 150 18.1 0705 27.17 13.3 1.101 lx(BM.Tee-Br)=5 7 0.032 0 13.46 0.4 0705 27.17 -2.8 12x(BM.Tee-Run)=2 9.5 150 18.5 0703 27.17 10.5 1.101 2 0.0206 0 11.5 0.2 0703 27.17 -2.5 1 4x(BM.Tee-Run)=4 34.36 150 18.8 0690 27.17 8.1 1.101 2x(BM.Tee-Br)=10 34 0.0126 0 4x(BM.90)=20 68.36 0.9 0690 27.17 7.3 1 lx(BM.Tee-Br)=5 9.25 150 19.6 0241 17.92 15.4 1.101 5 0.0417 4 14.25 0.6 0241 17.92 -5.4 1 lx(BM.Tee-Br)=5 9.25 150 24.2 0304 8.67 10 1.101 5 0.0187 4 14.25 0.3 0304 8.67 -3.9 1 2x(BM.Tee-Run)=2 16.7 150 28.5 0563 8.67 6.1 1.101 lx(BM.Tee-Br)=5 7 0.0076 0 23.7 0.2 0563 8.67 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 28.7 0561 8.67 4.9 1.101 2 0.005 0 11.5 0.1 0561 8.67 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 28.8 0559 8.67 3.6 1.101 2 0.0028 0 8.46 0.0 0559 8.67 -0.3 1 3x(BM.Tee-Run)=3 37.18 150 28.8 0321 8.67 3.3 1.101 1x(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0321 8.67 6.4 1 3x(BM.Tee-Run)=3 24.14 150 28.9 0324 8.67 9.7 1.101 3 0.0177 0 27.14 0.5 0324 8.67 -2.1 1 1x(BM.Tee-Br)=5 6.46 150 29.4 0438 8.67 7.6 1.101 lx(BM.Tee-Run)=1 6 0.0112 0 12.46 0.1 0438 8.67 -1.6 1 15x(BM.Tee-Run)=15 122.39 150 29.5 0411 8.67 6 1.101 2x(BM.Tee-Br)=10 45 0.0072 0 4x(BM.90)=20 167.39 1.2 0411 30.7 Path No: 5 0716 27.17 0 1 lx(BM.Tee-Run)=1 23.33 150 14.3 0711 27.17 3.1 1.101 4x(BM.90)=20 21 0.0022 0 44.33 0.1 0711 14.4 File:C:\DWG\--Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 69 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 6 0718 27.17 0 1 3x(BM.Tee-Run)=3 58.74 150 16 0098 27.17 16.2 1.101 lx(BM.Tee-Br)=5 8 0.0457 0 66.74 3 0098 27.17 2.4 1 lx(BM.Tee-Run)=1 7.58 150 19.1 0099 27.17 18.6 1.101 1 0.059 0 8.58 0.5 0099 27.17 -6.2 1 2x(BM.Tee-Run)=2 9.54 150 19.6 0101 27.17 12.3 1.101 2 0.0277 0 11.54 0.3 0101 27.17 -4.6 1 3x(BM.Tee-Run)=3 35.03 150 19.9 0110 27.17 7.7 1.101 2x(BM.Tee-Br)=10 33 0.0116 0 4x(BM.90)=20 68.03 0.8 0110 27.17 21.6 1 lx(BM.Tee-Run)=1 9.25 150 20.7 0149 17.92 29.3 1.101 1 0.1372 4 10.25 1.4 0149 17.92 15.4 1 lx(BM.Tee-Br)=5 9.25 150 26.1 0348 8.67 44.7 1.101 5 0.3006 4 14.25 4.3 0348 8.67 4.9 1 lx(BM.Tee-Br)=5 5.67 150 34.4 0349 8.67 49.6 1.101 5 0.3646 0 10.67 3.9 0349 38.3 Path No: 7 0655 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 17.1 0681 27.17 6.8 1.101 2x(BM.Tee-Br)=10 46 0.0091 0 4x(BM.90)=20 168.95 1.5 0681 27.17 0.5 1 2x(BM.Tee-Run)=2 7.95 150 18.6 0679 27.17 7.3 1.101 2 0.0104 0 9.95 0.1 0679 27.17 6.1 1 lx(BM.Tee-Run)=1 17.77 150 18.7 0674 27,1.7 13.4 1,101 2x(BM.Tee-Br)=10 11 0.0322 0 28.77 0.9 0674 27.17 -7.3 1 lx(BM.Tee-Br)=5 10.1 150 19.6 0052 36.29 6 1.101 lx(BM.90)=5 10 0.0074 -4 20.1 0.1 0052 36.29 -1.7 1 12x(BM.Tee-Run)=12 145.17 150 15.8 0035 36.29 4.3 1.101 lx(BM.Tee-Br)=5 37 0.004 0 4x(BM.90)=20 182.17 0.7 0035 36.29 6.4 1 1x(B M.Tee-Run)=1 9.13 150 16.5 0110 27.17 10.7 1.101 1 0.0213 4 10.13 0.2 0110 20.7 Path No: 8 0657 27.17 0 1 16x(BM.Tee-Run)=16 122.95 150 17.4 0679 27.17 6.1 1.101 2x(BM.Tee-Br)=10 46 0.0075 0 4x(BM.90)=20 168.95 1.3 0679 18.7 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 70 Job:THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 9 0225 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 24.3 0230 17.92 3.3 1.101 lx(BM.Tee-Br)=5 7 0.0024 0 24.77 0.1 0230 17.92 -1.6 1 lx(BM.Tee-Run)=1 7.95 150 24.3 0232 17.92 1.7 1.101 lx(BM.Tee-Br)=5 6 0.0007 0 13.95 0 0232 17.92 0.2 1 16x(BM.Tee-Run)=16 122.95 150 24.3 0206 17.92 1.8 1.101 lx(BM.Tee-Br)=5 41 0.0008 0 4x(BM.90)=20 163.95 0.1 0206 17.92 3.8 1 lx(BM.Tee-Br)=5 7.13 150 24.5 0199 17.92 5.6 1.101 5 0.0065 0 12.13 0.1 0199 17.92 0,1 1 3x(BM.Tee-Run)=3 58.74 150 24.5 0162 17.92 5.7 1.101 lx(BM.Tee-Br)=5 8 0.0066 0 66.74 0.4 0162 17.92 9.8 1 lx(BM.Tee-Run)=1 7.58 150 25 0161 17.92 15.4 1.101 1 0.042 0 8.58 0.4 0161 17.92 -5.2 1 2x(BM.Tee-Run)=2 9.54 150 25.3 0159 17.92 10.3 1.101 2 0.0197 0 11.54 0.2 0159 17.92 -3.9 1 3x(BM.Tee-Run)=3 35.03 150 25.6 0149 17.92 6.4 1.101 2x(B M.Tee-Br)=10 33 0.0083 0 4x(BM.90)=20 68.03 0.6 0149 26.1 Path No: 10 0225 17.92 0 1 12x(BM.Tee-Run)=12 119.2 150 24.3 0208 17.92 2.2 1.101 5x(BM.90)=25 37 0.0011 0 156.2 0.2 0208 17.92 1.6 1 2x(BM.Tee-Run)=2 7.95 150 24.4 0206 17.92 3.8 1.101 2 0.0031 0 9.95 0.0 0206 24.5 Path No: 11 0550 8.67 0 1 12x(BM.Tee-Run)=12 119.2 150 28.6 0533 8.67 4.1 1.101 5x(BM.90)=25 37 0.0036 0 156.2 0.6 0533 8.67 3.1 1 2x(BM.Tee-Run)=2 7.95 150 29.1 0531 8.67 7.2 1.101 2 0.0101 0 9.95 0.1 0531 29.2 Path No: 12 0555 8.67 0 1 16x(BM.Tee-Run)=16 122.95 150 28.7 0533 8.67 3.1 1.101 2x(BM.Tee-Br)=10 46 0.0021 0 4x(BM.90)=20 168.95 0.4 0533 29.1 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 71 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 13 03378.67 0 18x(BM.Tee-Run)=8 44.31 150 33.3 0364 8.67 16.5 1.101 2x(BM.Tee-Br)=10 38 0.0474 0 4x(BM,90)=20 82.31 3.9 0364 37.2 Path No: 14 0339 8.67 0 14x(BM.Tee-Run)=4 35.03 150 34.1 0348 8.67 4.9 1.101 4x(BM.90)=20 29 0.005 0 lx(BM.Tee-13r)=5 64.03 0.3 34.4 0348 Path No: 15 0728 27.17 0 1 16x(BM.Tee-Run)=16 122.39 150 17 0097 27.17 8 1.1012x(BM.Tee-Br)=10 46 0.0123 0 4x(BM.90)=20 168.39 2.1 0097 27.17 -2,4 1 2x(BM.Tee-Run)=2 9.5 150 19.1 0095 27.17 5.6 1.101 2 0.0063 0 11.5 0.1 0095 27.17 7 1 lx(BM.Tee-Run)=1 12.11 150 19.2 0092 27.17 12.6 1.101 2x(BM.Tee-Br)=10 11 0.0286 0 0092 23.11 0.7 19.8 Path No: 16 0732 27.17 0 116x(BM.Tee-Run)=16 120.36 150 17.6 0095 27.17 7 1.1012x(BM.Tee-Br)=10 46 0.0097 0 4x(BM.90)=20 166.36 1.6 0095 19.2 Path No: 17 0170 17.92 0 12x(BM,Tee-Run)=2 12.11 150 24.6 0165 17.92 5.3 1.101 lx(BM.Tee-Br)=5 7 0.0058 0 19.11 0.1 0165 17.92 1.8 12x(BM.Tee-Run)=2 9.5 150 24.7 0153 17.92 7.1 1.101 2 0.01 0 11.5 0.1 0163 17.92 2.6 1 lx(BM.Tee-Run)=1 6.46 150 24.8 0162 17.92 9.8 1.101 1 0.0179 0 7.46 0.1 0162 25 Path No: 18 0418 8.67 0 1 lx(BM.Tee-Br)=5 120.13 150 29.3 0434 8.67 2.3 1.10110x(BM.Tee-Run)=10 40 0.0012 0 5x(BM.90)=25 160.13 0.2 0434 8.67 1.6 116x(BM.Tee-Run)=16 120.36 150 29.5 0413 8.67 3.9 1.101 lx(BM.Tee-Br)=5 41 0.0032 0 4x(BM.90)=20 161.36 0.5 0413 30 File:C:ADWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 72 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 19 0709 27.17 0 1 lx(BM.Tee-Br)=5 1.84 150 16.3 0710 27.17 0.3 1.101 5 0.0000 0 6.84 0 0710 16.3 Path No: 20 0707 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 18.1 0683 27.17 7.5 1.101 lx(BM.Tee-Br)=5 7 0.011 0 44.18 0.5 0683 27.17 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 18.6 0685 27.17 7 1.101 2 0.0096 0 8.46 0.1 0685 27.17 2.8 1 2x(BM.Tee-Run)=2 9.5 150 18.7 0687 27.17 9.8 1.101 2 0.018 0 11.5 0.2 0687 27.17 2.5 1 1x(BM.Tee-Run)=1 16.7 150 18.9 0690 27.17 12.2 1.101 2x(BM.Tee-Br)=10 11 0.0273 0 27.7 0.8 0690 27.17 -7.3 1 lx(BM.Tee-Br)=5 9.13 150 19.6 0068 36.29 4.9 1.101 5 0.005 -4 14.13 0.1 0068 36.29 -1.5 1 2x(BM.Tee-Run)=2 16.7 150 15.8 0065 36.29 3.4 1.101 lx(BM.Tee-Br)=5 7 0.0026 0 23.7 0.1 0065 36.29 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 15.8 0063 36.29 2.3 1.101 2 0.0012 0 11.5 0.0 0063 36.29 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 15.8 0061 36.29 1.7 1.101 2 0.0007 0 8.46 0 0061 36.29 -0.7 1 8x(B M.Tee-Run)=8 124.28 150 15.8 1040 36.29 1 1.101 4x(BM.90)=20 33 0.0003 0 lx(BM.Tee-Br)=5 157.28 0.0 1040 36.29 0.9 1 lx(BM.Tee-Run)=1 12.94 150 15.9 1041 36.29 2 1.101 1 0.0009 0 13.94 0.0 1041 36.29 -0.8 1 8x(BM.Tee-Run)=8 55.39 150 15.9 0024 36.29 1.2 1.101 2x(BM.Tee-Br)=10 43 0.0004 0 5x(BM.90)=25 98.39 0.0 0024 36.29 3.7 1 2x(BM.Tee-Run)=2 9.54 150 15.9 0026 36.29 4.9 1.101 2 0.005 0 11.54 0.1 0026 36.29 1.5 1 3x(BM.Tee-Run)=3 35.03 150 16 0035 36.29 6.4 1.101 2x(BM.Tee-Br)=10 33 0.0082 0 4x(BM.90)=20 68.03 0.6 0035 16.5 Path No: 21 0705 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 18.5 0685 27.17 2.8 1.101 2x(BM.Tee-Br)=10 36 0.0018 0 4x(BM.90)=20 75.18 0.1 0685 18.7 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 73 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 22 0703 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 18.8 0687 27.17 2.5 1.101 2x(BM.Tee-Br)=10 36 0.0014 0 4x(BM.90)=20 75.18 0.1 0687 18.9 Path No: 23 0241 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 24.2 0238 17.92 3.3 1.101 lx(BM.Tee-Br)=5 7 0.0024 0 23.7 0.1 0238 17.92 -0.7 1 2x(BM.Tee-Run)=2 9.5 150 24.3 0236 17.92 2.7 1.101 2 0.0016 0 11.5 0.0 0236 17.92 -0.7 1 2x(BM.Tee-Run)=2 6.46 150 24.3 0234 17.92 2 1.101 2 0.0009 0 8,46 0 0234 17.92 -0.2 1 3x(BM.Tee-Run)=3 37.18 150 24.3 0258 17.92 1.8 1.101 lx(BM.Tee-Br)=5 8 0.0008 0 45.18 0.0 0258 17.92 3.4 1 2x(BM.Tee-Run)=2 24.14 150 24.4 0191 17.92 5.2 1.101 lx(BM.Tee-Br)=5 7 0.0057 0 31.14 0.2 0191 17.92 -0.1 1 lx(BM.Tee-Run)=1 6.46 150 24.5 0190 17.92 5.2 1.101 1 0.0055 0 7.46 0.0 0190 17.92 -2.5 1 16x(BM.Tee-Run)=16 122.39 150 24.6 0163 17.92 2.6 1.101 2x(BM.Tee-Br)=10 46 0.0016 0 4x(BM.90)=20 168.39 0.3 0163 24.8 Path No: 24 0241 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 24.2 0254 17.92 2.1 1.101 lx(BM.Tee-Br)=5 30 0.001 0 4x(BM.90)=20 64.36 0.1 0254 17.92 0.7 1 2x(BM.Tee-Run)=2 9.5 150 24.3 0256 17.92 2.7 1.101 2 0.0017 0 11.5 0.0 0256 17.92 0.7 1 lx(BM.Tee-Run)=1 6.46 150 24.3 0258 17.92 3.4 1.101 lx(BM.Tee-Br)=5 6 0.0026 0 12.46 0.0 0258 24.4 Path No: 25 0304 8.67 0 1 5x(BM,Tee-Run)=5 34.36 150 28.5 0317 8.67 3.9 1.101 lx(BM.Tee-Br)=5 30 0.0032 0 4x(BM.90)=20 64.36 0.2 0317 8.67 1.2 1 2x(BM.Tee-Run)=2 9.5 150 28.7 0319 8.67 5.1 1.101 2 0.0054 0 11.5 0.1 0319 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 28.8 0321 8.67 6.4 1.101 lx(BM.Tee-Br)=5 6 0.0082 0 12.46 0.1 0321 28.9 He:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 74 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 26 0563 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 28.7 0317 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0317 28.7 Path No: 27 0561 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 28.8 0319 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0319 28.8 Path No: 28 0559 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 28.8 0557 8.67 0.3 1.101 lx(BM.Tee-Br)=5 6 0.0000 0 13.13 0 0557 28.8 Path No: 29 0324 8.67 0 1 4x(BM.Tee-Run)=4 62.96 150 29.4 0332 8.67 2.1 1.101 4x(BM.90)=20 24 0.0011 0 86.96 0.1 0332 29.5 Path No: 30 0438 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 29.5 0434 8.67 1.6 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 16.5 0.0 0434 29.5 Path No: 31 0099 27.17 0 1 8x(B M.Tee-Run)=8 44.31 150 19.6 0118 27.17 6.2 1.101 2x(BM.Tee-Br)=10 38 0.0078 0 4x(BM.90)=20 82.31 0.6 0118 27.17 4.6 1 2x(BM.Tee-Br)=10 11.61 150 20.2 0110 27.17 10.8 1.101 10 0.0218 0 --=- 21.61 0.5 0110 20.7 Path No: 32 0101 27.17 0 1 6x(B M.Tee-Run)=6 34.77 150 19.9 0118 27.17 4.6 1.101 2x(BM.Tee-Br)=10 36 0.0045 0 4x(BM.90)=20 70.77 0.3 0118 20.2 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 75 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 33 0052 36.29 0 1 2x(BM.Tee-Run)=2 18.75 150 15.8 0056 36.29 1.7 1.101 lx(BM.Tee-Br)=5 7 0.0007 0 25.75 0.0 0056 36.29 -0.2 1 23x(BM.Tee-Run)=23 187.07 150 15.8 0026 36.29 1.5 1.1014x(BM.Tee-Br)=20 83 0.0006 0 8x(BM.90)=40 270.07 0.1 0026 16 Path No: 34 0230 17.92 0 1 16x(BM.Tee-Run)=16 122.95 150 24.3 0208 17.92 1.6 1.101 2x(BM.Tee-Br)=10 46 0.0007 0 4x(BM.90)=20 168.95 0.1 0208 24.4 Path No: 35 0161 17.92 0 1 8x(BM.Tee-Run)=8 44.31 150 25.3 1367 17.92 5.2 1.1012x(BM.Tee-Br)=10 38 0.0055 0 4x(BM.90)=20 82.31 0.5 1367 17.92 3.9 1 2x(BM.Tee-Br)=10 11.61 150 25.8 0149 17.92 9 1,101 10 0.0155 0 21.61 0.3 0149 26.1 Path No: 36 0159 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 25.6 1367 17.92 3.9 1.101 2x(BM.Tee-Br)=10 36 0.0032 0 4x(BM.90)=20 70.77 0.2 1367 25.8 Path No: 37 0097 27.17 0 1 lx(BM.Tee-Run)=1 6.46 150 19.1 0098 27.17 2.4 1.101 1 0.0013 0 - 7.46 0 0098 19.1 Path No: 38 0683 27.17 0 1 2x(BM.Tee-Run)=2 7.13 150 18.6 0681 27.17 0.5 1.101 2 0.0001 0 9.13 0 0681 18.6 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 76 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 39 0068 36.29 0 1 15x(BM.Tee-Run)=15 166.08 150 15.8 0087 36.29 1.5 1.101 4x(BM.90)=20 35 0.0006 0 201.08 0.1 0087 36.29 -0.2 1 2x(B M.Tee-Run)=2 12.11 150 15.9 0019 36.29 1.2 1.101 lx(BM.Tee-Br)=5 7 0.0004 0 19.11 0 0019 36.29 0.8 1 2x(BM.Tee-Run)=2 9.5 150 15.9 0021 36.29 2 1.101 2 0.001 0 11.5 0.0 0021 36.29 0.9 1 lx(BM.Tee-Run)=1 6.46 150 15.9 0022 36.29 2.9 1.101 1 0.0019 0 7.46 0.0 0022 36.29 0.8 1 2x(B M.Tee-Run)=2 7.58 150 15.9 0024 36.29 3.7 1.101 2 0.003 0 9.58 0.0 0024 15.9 Path No: 40 0065 36.29 0 1 7x(B M.Tee-Run)=7 49.64 150 15.8 0843 36.29 1.2 1.101 lx(BM.Tee-Br)=5 12 0.0004 0 61.64 0.0 0843 36.29 0.5 12x(BM.Tee-Run)=2 11.69 150 15.8 0835 36.29 1.7 1,101 2 0.0007 0 13.69 0 0835 36.29 -0.8 1 16x(BM.Tee-Run)=16 131.89 150 15.8 0021 36.29 0.9 1.1012x(BM.Tee-Br)=10 51 0.0002 0 5x(BM.90)=25 182.89 0.0 0021 15.9 Path No: 41 0063 36.29 0 1 9x(BM.Tee-Run)=9 61.14 150 15.8 0843 36.29 0.5 1.101 2x(BM.Tee-Br)=10 44 0.0001 0 5x(BM.90)=25 105.14 0 0843 15.8 Path No: 42 0061 36.29 0 1 2x(B M.Tee-Run)=2 7.13 150 15.8 0058 36.29 0.7 1.101 1x(BM.Tee-Br)=5 7 0.0001 0 14.13 0 0058 36.29 0.2 1 lx(BM.Tee-Br)=5 130.07 150 15.8 1040 36.29 0.9 1.10116x(BM.Tee-Run)=16 46 0.0002 0 5x(BM.90)=25 176,07 0.0 1040 15.9 Path No: 43 1041 36.29 0 1 3x(B M.Tee-Run)=3 45.8 150 15.9 0022 36.29 0.8 1.101 lx(BM.Tee-Br)=5 8 0.0002 0 53.8 0 0022 15.9 File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 77 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Path No: 44 0238 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 24.3 0254 17.92 0.7 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0 254 24.3 Path No: 45 0236 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 24.3 0256 17.92 0.7 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0.0 0256 24.3 Path No: 46 0234 17.92 0 1 1x(BM.Tee-Run)=1 7.13 150 24.3 0232 17.92 0.2 1.101 lx(BM.Tee-Br)=5 6 0.0000 0 13.13 0 0232 24.3 Path No: 47 0191 17.92 0 1 3x(BM.Tee-Run)=3 62.96 150 24.5 0199 17.92 0.1 1.1011x(BM.Tee-Br)=5 28 0 0 4x(BM.90)=20 90.96 0 0199 24.5 Path No: 48 0190 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 24.6 0186 17.92 2.5 1.101 3 0.0015 0 12.5 0.0 0186 17.92 -0.7 1 16x(BM.Tee-Run)=16 120.36 150 24.6 0165 17.92 1.8 1.1012x(BM.Tee-Br)=10 46 0.0008 0 4x(BM.90)=20 166.36 0.1 0165 24.7 Path No: 49 0056 36.29 0 1 lx(BM.Tee-Run)=1 7.95 150 15.8 0058 36.29 0.2 1.1011x(BM.Tee-Br)=5 6 0.0000 0 13.95 0 0058 15.8 Path No: 50 0087 36.29 0 1 1x(BM.Tee-Br)=5 9.13 150 15.9 0092 27.17 0.2 1.101 5 0.0000 4 14.13 0 0092 19.8 Path No: 51 0835 36.29 0 116x(BM.Tee-Run)=16 121.7 150 15.8 0019 36.29 0.8 1.101 lx(BM.Tee-Br)=5 41 0.0002 0 4x(BM.90)=20 162.7 0.0 1 0019 15.9 File:C:\DWG1-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 78 Job :THE FIELDS BUILDING 1 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (9pm/psiY) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 52 0186 17.92 0 1 llx(BM.Tee-Run)=11 120.13 150 24.6 0170 17.92 0.7 1.101 5x(BM.90)=25 36 0.0001 0 156.13 0.0 0170 24.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.21 ft/s occurs in the following pipe(s): (0373-0349) File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 79 Job:THE FIELDS BUILDING 1 Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.: SRC; Supply Name:SRC �t l HI I I I I 04 psi @ 181.9 gpm(81.9 gpm+100 gpm add.out.hose) los too ....._.... 95 90 85 80 75 Q. 70 ci 65 3 60 N 55 50 45 40 35 30 25 20 15 10 .... s II 11111111111111 cG P, O V' J ri Flow,gpm Pressure Loss Function Design Area: 4; BFP Ref.: 2195(Ames3000SM1, Size = 2) 17.8 16.8 15.8 1 --- -. 14.8 13.8 12.8 tG1 11.8 10.8 as_ 7.7 psi @81.9..m d 7.8 .. 6.8, 5.8 4.8 3.8 2.8 I.8 x 0.8} [[ Os rz r f-4 x O N N r z '0 'O h ^ N Flow,gpm File:C:\DWG\'-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 80 Job :THE FIELDS BUILDING 1 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2196 (Flow Switch, Size = 2) 3 psi @ 81.9 gpm 1 1b. a) L. z (0 (0 0.8L. 1f11 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2197 (Gate A2360, Size = 4) to 0. Z 1111111111111rA (IC " 1.046--- 1l CD 0 psi @ 81.9 gpm 0 046— 11,11 1 Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 1\The Fields BLD 1 FP.dwg Date 7/23/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 81 ES-A-3000 BM 1 - Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3 Residential Fire Sprinkler Double Check Detector Backflow p IP..1P Prevention Assembly Sizes: 2" (50mm) , Series 3000B Double Check Detector Assembly are designed to " - �� �-�` � protect drinking water supplies from dangerous cross-connections 3000BM1-0SY-GPM 3000BM1-FP-GPM in accordance with national plumbing codes and water authority regulations for non-potable service applications such irrigation, fire line,or industrial processing.The Series 3000B is ideal for use on non-health hazard fire protection systems to detect leaks or Specifications unauthorized water usage. The Series 3000BM1 consist of a main line valve body composed Modular check design concept facilitates maintenance and of two(2)independently acting approved poppet-type check assembly access.All sizes are standardly equipped with resilient modules with replaceable seats and disc rubbers.Servicing of both seated OSY shutoff valves and Vs"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 Compact Design for Ease of Installation Meter that complies with ANSI/AWWA Standard C700 coupled • with an approved double check assembly(DC).The bypass line • Inline Serviceable Assembly is design to detect leaks or unauthorized water usage of the • No Special Tools Required for Servicing fire system while protecting against possible backpressure and backsiphonage conditions for non-health hazard(i.e., pollutant) • Captured Modular Spring Loaded Checks application. • Field Replaceable Seats&Discs • Field Replaceable Auxiliary Bypass Line&Components Typical Installation Auxiliary Bypass: The Series 3000BM1 is typically installed for service on com- • Compact Bypass Design; Remains within Main Valve mercial fire sprinkler systems. It is recommended this device is Assembly Profile installed after a water meter and/or main line isolation shutoff valve with installation techniques that comply with the latest edition • Inline Serviceable'h" 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 United States.Before installing standard material product,consult experience of a trained product installer.You are required to 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 -41 T§ Inquire with governing authorities for local installation requirements Ames Fire&Waterworks product specifications in U.S.customary tints 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 58°x 374"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5/8"x 3/4"Water Meter(ANSI/AWWA •AWWA Standard C510 Compliant 0700 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 81.20.1 Example Ordering Descriptions • End Connections OS&Y Gate Valves—Compliant to ASME 2" 3000BM1-OSY-GPM- Fitted with OS&Y Shutoff&Gallon per 816.1 Class 125&AWWA Class D Flange Minute Water Meter psstF,0 2"3000BM1-FP-CFM -Fitted with Gear Operated Shutoff& Cubic Feet per Minute Water Meter 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 20 • Check Modules: Engineered Plastics 18 � To,- i 1 2 16 Pressure Specifications I I I o 14. I I 1 • Max.Working Pressure: 175 psi t2 I I I • Min.Working Pressure: 10 psi $ 18 1 • Hydrostatic Test Pressure:350 psi g e rI I 1 • Hydrostatic Safety Pressure Rating: 700 psi a 4 i l Temperature Specifications o . . . l . . . .' . . . . • 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 1 I IL- - - - W .7, - u.C- 1111D(Ope�) ■■�Ifrr wN rally Z A { Imes LV MODEL SIZE OM) DEMINSIONS WEIGHT A B C D IN. MM IN. MM IN. MM IN. MM IN. MM LBS. KGS. - " 3000BM1-0SY 2 50 22% 575 109/6 268 1113/Is 300 131/2 343 85 38.6 3000BM1-FP 2 50 187/8 479 87/s 225 1113/s 300 41/4 108 35 15.8 AMES FIRE&WATERWORKS A WATTS Brand USA:Backflow Tel (978)689-6066•Fax:(978)975-8350•AmesFireWater.corn USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•ArnesFireWater.corn Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES-A-3000B-M1 1816 0 2018 Ames Fire&Waterworks tqco Worldwide Fire Protection Contacts www.tyco-fire.com Products Model RM-1 Riser Manifold Commercial and Residential General Optional Pressure Relief Kits feature a 175 psi pressure relief valve and trim Descr/� components for convenient integration iption into commercial and residential riser The TYCO commercial and residential manifold assemblies. Model RM-1 Riser Manifold provide The pressure relief valve, installed in the necessary waterflow alarm, pres- manifold assemblies above the nor- sure gauge, alarm test orifice, drain, mally closed test and drain or drain and sight glass equipment in a single valve, automatically bleeds system assembly for use in NFPA 13 com- pressure exceeding 175 psi through a " ' mercial sprinkler systems and in NFPA flexible hose connected to the mani 13D/13R residential sprinkler systems fold drain outlet(Ref. Figure 5), reduc as follows: ing system pressure to 175 psi. NFPA 13* • 1-1/2 Inch (DN40) NOTICE Male Thread x Female Thread The Model RM-1 Riser Manifolds f"f, • 2-6 Inch (DN50—DN150) described herein must be installed Groove x Groove and maintained in compliance with this document,as well as with the applica- NFPA 130 ble standards of the National Fire Pro- • 1 Inch (DN25) tection Association(NFPA), in addition Female Thread x Female Thread to the standards of any other authori- ` NFPA 13R ties having jurisdiction.Failure to do so • 1-1/2 Inch (DN40) may impair the performance of these Male Thread x Female Thread devices. • 2 Inch (DN50) The owner is responsible for main- Groove x Groove taming their fire protection system r and devices in proper operating con- Although the Riser Manifold described in this techni- dition. Contact the installingcontrac- cal data sheet is intended for NFPA 13 sprinkler sys- tems, it may be used for NFPA 13D or 13R residential tor or product manufacturer with any sprinkler systems,where a test orifice of 2.8K or 4.2K questions. da 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 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1"NPT 1 CONNECTION (FEMALE) SII Iia 1 In ii0 1 1 ..._ oi \ NO DESCRIPTION P/N NI 2 • -n 1 300 psi/2000 kPa 10" — II O mu 11" Water Pressure Gauge..90050001 ■,j (254 mm) `y�,- (280 mm) 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, l[..i '� 1"(DN25) 91144801 4 Field Replaceable Retard/Switch 91144800 2-1/2" 1" 1 - (64 mm) NPT DRAIN } 3-3/4" 3-7/8" (100 mm) f (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) il OPTIONAL PRESSURE 1 RELIEF TRIM 1-1/2" NPT /j CONNECTION (FEMALE) �/fI r .. . -,.. mom itt WWI II u 13-1/4" (337 mm) NO DESCRIPTION P/N 10" rill 1 300 psi/2000 kPa Water Pressure Gauge..90050001 BPI iln- 1 L■Ill (254 mm) ■ 2 Ball Valve,1"(DN25)....97111603 - 2 -_- 3 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 11 7/16" Eli4 Field Replaceable ��i�� (11 mm) ��� Retard/Switch 91144800 min ��: wii1 ---- 3-7/8" 3-7/8" 3,4 (100 mm) 1" ~' (100 mm) 1-1/2" NPT NPT 4-3/4" (MALE) DRAIN (121 mm) 11-3/8" (290 mm) FIGURE 3 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1-1/2 INCH(DN40) TFP963 Page 4 of 8 II 2" (GROOVED) 1 it n OPTIONAL ���� i�� PRESSURE '���0�>> .cl RELIEF TRIM CONNECTION 1s° t O (406 mm) NO DESCRIPTION P/N ' ' 13" IN 1 300 psi/2000 kPa (330 mm) I I Water Pressure Gauge..90050001 2 Ball Valve.1"(DN25)....97111603 3 Flow Switch,VSR-M, il 2"(DN50) .... .......91144802 I Iii 2 A• 4 Field Replaceable Retard/Switch 91144800 NM '' II EMI 1/2" MI14. `� (13 mm) ,' { t I t 3-7/8" 4-1/8" 3,4 (100 mm) 1" (105 mm) 2' NPT 5" (GROOVED) DRAIN (127 mm)—y 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 Installation is to be applied sparingly. Use of a stream position using threaded con- non hardening pipe thread sealant is nections and/or listed mechanical grooved connections,as applicable. TYCO Model RM-1 Riser Manifold recommended. must be installed in accordance with Never remove any piping component Step 2. Connect the drain line and on this section. nor correct or modifypipingdefi- commercial manifolds set the Model any TD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing position or on residential manifolds installed either horizontally(flow switch and draining the system. close the drain valve. on top)or vertically(flow going up).The Provisions for an alarm test flow on inlet of the Riser Manifold may be con- Residential Models must be made. Step 3. Refer to Figure 6 for wiring nected directly to a shut-off control The alarm test flow is to be through valve. guidance.All wiring must behaving performed in accordance with the authority an orifice having a flow capacity equal jurisdiction and/or the National Electri- to or smaller than the smallest orifice cal Code. sprinkler in the system. One of two options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an lnspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5 of 8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT 1001184-01 175 psi,1/2"NPT 1001184-01 2 1/2"x Close Nipple ........1001023-01 MODEL RM-1 2 1/2"x Close Nipple,Qty 2...1001023-01 3 Flexible Hose: COMMERCIAL 3 Flexible Hose,1/2"x 16"....1001266-03 1-1/2-3 Inch(DN40-DN80) RISER MANIFOLD 4 Figure 815 Threaded Size Manifolds, 2 Reducing Tee. 1/2"x 24" 1001266-02 1 1"x 1"x 1/2"NPT 1001259-07 4-6 Inch(DN100-DN150) / 5 1"x Close Nipple 1001025-01 Size Manifolds, 4#41 4 L 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) .Y►�t- AI, RESIDENTIAL Size Manifolds, rr,O.v w'� RISER MANIFOLD 1-1/4"x 1-1/4"x 1/2' 3231305GS ""/ 2 6tV�..,� 4-6 Inch(DN100-DN150) r 1 Size Manifolds, �� 2"x 2"x 1/2" 3232005GS ( �''I I + U 5 Figure 577 Rigid Grooved //•i- Coupling: 3 ��•� 1-1/2-3 Inch(DN40-DN80) 5 / No. ��� Size Manifolds, 4 Sri 1-1/4" 57713AGCP =' / -4 ,4„,,i. 4-6 Inch(DN100-DN150) 3 fi Size Manifolds, 2" 57720AGCP 2 5 4 `P 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 / Trim relief trim components described 5 for pressure relief trim components Relief ■rin7 in this procedure. described in this procedure. Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi- female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2)in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close For assembly in Riser Manifolds grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. installed and in service, verify the fire and drain valve as applicable and install Step 4. Install Figure 815 Reducing protection system is de pressurized Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- and drained. Close the system supply on valve outlet by securing with Fig- ing tee branch outlet parallel with pres control valve,set commercial manifold ure 577 Grooved Coupling (5), align- sure relief valve outlet port. Reconnect test and drain valve to DRAIN or open ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out residential drain valve to relieve resid with pressure relief valve outlet port. let as necessary. ual pressure and drain system. Make Reconnect drain piping to Figure 323 Step 5. Install 1/2 inch x Close Ni certain that drainage water will not tee drain outlet as necessary. P- ples (2) in pressure relief valve outlet cause any damage or injury. Note: Refer to Technical Data Sheet port and in Figure 815 reducing tee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. for other requirements when closing a installation and assembly instructions. Step 6. Install Flexible Hose (3) by fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 inch x placing system in service. threading female ends onto 1/2 inch close nipples installed on relief valve Apply thread sealant or TEFLON tape x close nipple installed on relief valve outlet port and Figure 815 reducing tee on all threaded connections, with the outlet port and onto Figure 323 reduc- branch outlet. exception of internally sealed flexible ing tee branch outlet. Note:Assure Flexible Hose is not sus- hose connections. Note:Assure Flexible Hose is not sus- ceptible to being caught or snagged by ceptible to being caught or snagged by other moving equipment. other moving equipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not \�'/ SEPARATE permitted to be looped around �i CONDUCTORS CLAMPING the terminal and serve as two `ter PLATE \ separate connections.The `� TERMINAL\ `r` wire must be severed to serve .41/44c..../.., INCOMING �'N ````\ �/ as two separate connections, —i� 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 AUDIBLE/VISUAL ADDRESSABLE NEUTRAL ANNUNCIATOR MODULE � WHITE WHITE BLACK —0~w ccw vel <0 () BLACK O (LINE/HOT)) o Z F Z ¢oz ODQ 0 0 CONTACT RATINGS: 0 0 Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC ' NO NC COM COM NC NO N �- __,___'___._.'. NOTE: ® \ / 0 \.:/ ® When connecting to a `� t 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,white the other contact is used to operate a local audible or visual annunciator. FIGURE 6 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLD WIRING GUIDANCE TFP963 Page 7 of 8 DRAIN AV! o 01111 ('1 o ol�CO,ki O 'a ? OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED - n ON DETENT ON DETENT ON DETENT , _ TN 6 •. -i • • .. MODEL TD-1C�_� QTESTAND _r� DRAIN VALVE 1 I moo: � � �-� ■MEM0 O ORN o O o, TCO 0 Ia+ Ii 114 iiii iiiii ■Z �-'------_SIGHT FLOW (111=1113) cz-m3) CHF vi....._=,_.=__...., IIIIN DRAIN - III U SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD TD-1 TEST AND DRAIN VALVE OPERATION Care and standards of any authority having juris- of the NFPA,and any impairment must diction. Contact the installing contrac- be immediately corrected: Maintenance tor or product manufacturer with any Alarm/Flow Test Procedure questions. Step 1.Place the Model TD-1 Test and TYCO Riser Manifolds RM-1 must be It is recommended that automatic Drain Valve in the TEST position (Ref. serviced and maintained in accordance sprinkler systems be inspected,tested, Figure 7). On residential assemblies with this section. and maintained by a qualified Inspec- without a test orifice,temporarily install Before closing a fire protection system tion Service in accordance with local a test orifice in the drain outlet and fully control valve for inspection or main- requirements and/or national codes. open the Drain Valve. Make certain tenance work on the fire protection Note: No attempt is to be made to that drainage water will not cause any system that it controls, permission to repair any Riser Manifold component damage or injury. shut down the effected fire protection in the field. Only the pressure gauge, Step 2.Verify operation of associated system must first be obtained from waterflow alarm switch, or relief valve alarms. the proper authorities and all person- can be replaced.If any other problems Step 3. Verify that the residual (i.e., nel who may be affected by this action are encountered the entire riser mani- must be notified. fold must be replaced. flowing)pressure indicated by the pres sure gauge is no less that originally After placing a fire protection system The alarm/flow test procedure will recorded for the system when it was in service,notify the proper authorities result in operation of the associated first installed. and advise those responsible for moni- alarms. Consequently, notification Step 4. Close the Drain Valve on the toring proprietary and/or central station must be given to the owner and the fire Residential models and the Test and alarms. department, central station, or other signal station to which the alarms are Drain valve on commercial models. The owner is responsible for the connected, and notification must be Step 5. Verifythat the static i e., not inspection,testing,and maintenance of given to the building occupants. flowing)presure indicated by the pres- their fire protection system and devices in compliance with this document, as The following inspection procedure sure gauge is no less that originally well as with the applicable standards must be performed as indicated, in recorded for the system when it was of the National Fire Protection Associa- addition to any specific requirements first installed. tion (e.g., NFPA 25), in addition to the TFP963 Page 8 of 8 Limited OrderingOptional 175 psi Pressure Relief Kit Specify: Pressure Relief Kit, Model Warrant ProcedureRM-1 Riser Manifold,(specify Commer- cial or Residential application),(specify For warranty terms and conditions,visit Contact your local distributor for avail- size range), P/N (specify): www.tyco-fire.com. ability. When placing an order, indi- Commercial cate the full product name, including 1-1/2-3 Inch(DN40—DN80) 40721 description and part number(P/N). 4-6 Inch(DN100—DN150) 40731 Riser Manifolds Residential Specify:Size(specify)Connection Type 1-2 Inch(DN25—DN50) 40711 (specify inlet x outlet)Model RM-1 Riser Replacement Parts Manifold, P/N (specify): Specify: Model RM-1 Riser Manifold Commercial (specify part description), P/N (specify 1-1/2 Inch(DN40)MT x FT 40551 from Figures 1,2,3,4 or 5) 2 Inch(DN50)G x G 40601 2-1/2 Inch(DN65)G x G 40611 3 Inch(DN80)G x G 40621 4 Inch(DN100)G x G 40651 6 Inch(DN150)G x G 40661 Residential 1 Inch(DN25)FT x FT 40671 1-1/2 Inch(DN40)MT x FT 40571 2 Inch(DN50)G x G 40591 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. VICO TEFLON is a registered trademark of DuPont Fire Protection Products I . �,...�. �_.mr . x�s f .� +nor Cleeck Valves C UL US FM ® LPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB The FireLock Series 717 Check Valve and Series 717H High Pressure Check Valves are CAD- designed for hydrodynamic efficiency and available in 2"/50mm—3"/80mm(Series 717H)and 21/2"/65mm—12"/300mm(Series 717)sizes. A 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- Series 717 slamming operation.This spring-assisted,single-disc design achieves a leak-free seal with as (2 —3'/65—80mm) little as 5ft/1.5m of head.Series 717 and 717H FireLock Check Valves can be installed either vertically(flow upwards only)or horizontally.A cast flow arrow indicator is provided to assist with proper valve orientation.Both valves include upstream and downstream pressure taps.Each valve is factory-tested to the rated working pressure.For systems requiring a Riser Check option, refer to publication 10.09. Grooved ends allow fast,easy installation with just two Victaulic couplings or the valve may be mounted to flanged(ANSI CL.150)equipment using either to Victaulic Style 741 Vic-Flange®or Style 744 FireLock flange adapters on either end. Series 717 (4—127100—300 mm) Approval/Listing Service Pressures k. Series 717H 1111 Size cULus FM LPCB Vds 2"/50 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa 7'6765 mm up to 365psr/2517 kPa up to 365 psi/2517 kPa up to 363 pai/J51/kPa up to 365 psi/2517 kPa 761 mm up to 365 psi/2517 kPa up to 365 p312517kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa Series 717H High Pressure Check Valve 3"/80 mrn up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa (2—3150—80mm) 4"/100 mmn/a n/a ... nia n/a .. 57125mm rVa n/a n/a rt/a 1397rnm n/a n/a n/a nta 6"/150mm ,,...n/a n/a n/a n/a 1651 mm n/a r a r✓a... n/a 8"/200 mm n/a n/a r✓an/a 10"/250mm n/a n/atea_... n/a 12"/300mm n/an/a n/a n/a Approval/Listing Service Pressures Series 717 F Size �ri' 5 a 2"/50 mm n/a n/a n/a n/a 2'/6"/65 mm up to 250 ps11725 kPa n/a up to 365 psi/2517 kPa n/a 761 mm up to 250psi1/25 kPa n/a up to 365 psi/2517 kPa up to 16bar/232psi 3"/80 mm up to 250psV172SkPa n/a up to 365 psi/2517 kPa up tol6bar/232psi 4"/100mm up to 365psi2517kPa up to 365psi/2517kPa up to 365 psi/2517 kPa up tol6bar/232psi 57125 mm up to 365psi2517kPa up to 365 psi/2517 kPa up to 365 psi/2517kPa n/a 139.7 mm up to 365 psi/2517 kPa up to 365 ps1/2517 kPa up to 365 psi/2517 kPa up to 16bar/232psi 67150mm up to 365psV2517kPa up to 365 ps125t7kPa up to 365 psi/2517 kPa up to 16bar/232 psi 165T}T�RS up to 365psi.2517kPa up to 365 psi/2517kPa up to 365 psi/2517kPa n/a 87700mm up to 365 ps 0517 kPa up to 365 psi/2517 kPa up to 348 psi/24OOkPa up to 16bar/232 psi 10"/250 mm up to 250 psV1725 kPa up to 250 psi/1725 kPa up to 1725 kPa/250 psi n/a 12"/300 mm ! up to 250 psV1725kPa up to 250 psi/1725 kPa up to 1725 kPa/250.si 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. ICto'1LJ�It`.° REV_P 10.08.1 IPS CARBON STEEL PIPE- FIRE PROTECTION VALVES 10.08 FreLck® SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus,FM,VdS, LPCB DIMENSIONS-Series 717 Approx. A� is 8 1 Size Dimensions-Inches/millimeters Wgt.Ea. om . TYPICAL 24 -3'/65-80 MM 2Yz 2.875 i 3.88 ' 4.26 3.57 3.6 65 73.0 r 99 108 91 - - - - 16 76.i mm 3.000 3.88 4.26 3.57 3.6 A 76.1 99 108 91 - - 16 3 3.500 4.25 5.06 417 _ _ _ 4 5 1011 4'I *MI6 80 88.9 108 129 106 2.0 SII �_� 4 4.500 9.63 600 3.88 2.75 , 3.50 2.00 450 3.50 335 20.0 Illi- c �� II� �II 100 114.3 245 152 99 70 89 51 114 89 8, 9.1 D F 5 5.563 10.50 6.80 4 50 4.17 2.15 5 88 4.08 3 98 27.0 1'- K-►) 6 I 125 141.3 i 267 173 114 106 55 149 104 101 12.3 -. 0 B-. J 0 139.7mm 5.500 10.50 6.80 450 4.17 2.15 5.88 4.08 1 3.98 27.0 0 %z"NPT Upstream Drain 139.7 267 173 114 106 55 149 104 101 12.3 ® !9"NPT Downstream Drain 6 6.625 11.50 8.00 5.00 ° 4.50 2.38 6.67 4,73 3.89 38.0 0 2"NPT(Oram Optional) 150 168 3 292 203 127 114 61 169 120 99 17.2 TYPICAL 4-81100-200 MM 165.1 mm 6.500 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 1651 - 292 203 12/ 114 61 169 120 99 1/2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 ! 5.75 ---64.0---- I A 1 200 219.1 356 251 154 _ 128 144 55 225 144 146 29.0 I.���� T ��. T 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 - 100.0 P- 1� (� c 250 273 0 432 305 180 151 170 55 277 171 45.4 Lg �\ y���". ��D 12 300 1323.9 1 950 1356 4.00 8205.06 6176 : 194 64 2.51 19281 196 1 3 5 -.-K---.I 0 i i 0 -s CD i4 NPT Upstream Drain 31/2"NPT Downstream Drain TYPICAL 10-121250-300MM DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.Ea. A < 8-4. /! h lil 11���1.'7'1.1�11 �i 603 8.66 6.46 3.23 148 302 2.80 425 10.7 'I, i I' E �\ 219.8 1641 82.1 375 767 71.0 108.0 49 -..- .��' y 2 k 937 i 6.94 3.31 1.66 3.40 3.38 _ 4.38 13.8 , 73 238.0 i 176.3 84.1 42.2 86.4 85.9 , 111.3 6.3 R ..,-.3-.. 9.37 6.94 3.31 1.66 3.40 3.38 _ 4.38 138 76.1 mm 238.0 176.3 84.1 42.2 • 86.4 • 85.9 111.3 6.3 TYPICAL 2"/60.3 mm-3"/88.9 mm 3 9.62 7.44 3.53 1.91 3.65 3.384.63 4.63 ': 20.0 88.9 2443 189.0 89.7 48.5 92.7 85.9 1176 1 9.1 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Ic'CaL.1l1C 10.08_2 REV P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 Fv'elsock® 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 V2—3"):PPS Coating Series 717(4—12"):Black Paint Body Seat:Series 717H—Nitrile 0-ring installed into an electroless nickel plated endface Series 717(21/2—3"):PPS Coated ductile iron Series 717(4—12"):Welded Nickel Disc Seal or Coating: • Grade"T"Nitrile(Series 717H ONLY) Nitrile(Orange color code).Temperature range—20°F to+180°F/-29°C to+82°C.Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range;except hot,dry air over+140°F/+60°C and water over+150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. • Grade"E"EPDM(Series 717 ONLY) EPDM(green color code).Temperature range-30°F to+230°F/-34°C to+110°C.Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services.NOT RECOMMENDED FOR PETROLUEM SERVICES. Services listed are General Service Recommendations only.It should be noted that there are services for which these gaskets are not recommended.Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: • Series 717H(2—3"/50—80mm):CF8M Cast Stainless Steel • Series 717(2 V2—3"):Aluminum bronze with elastomer seal • Series 717(4—12"/100—300mm)Elastomer-coated ductile iron Shaft: • Series 717H(2—3750-80mm):Brass • Series 717(21/2—3"):Type 416 Stainless Steel • Series 717(4—12"/100—300 mm)Type 316 Stainless Steel Spring:All sizes Type 302/403 Stainless Steel Shaft Plug: • Series 717H(2—3750—80 mm):Type 416 Stainless Steel • Series 717(2 V2—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 ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. jctaulic° REV.....P 10.08__3 IPS CARBON STEEL PIPE-FIRE PROTECTION VP ES 10.08 Firelock® k '' " es 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 • n: kr) F e� F CL w7 CC C CL 0.1 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 100.00 I. { a '11 1 cc, Iii FF ° 10.00 - -...__ 5° .-._�° { CC O. 1.00 100 1000 10000 FLOW RATE(Litres/Min) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.08 4 RSVP IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 ---- ----- ----------"--------- -----"-- - ______ ___________.___. F--Loc fr" Clieck 11-Aves SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The chart S below express the flow of water at 60°F/16°C through valve. 5717/717R 10 _ ' - ----1--1-- ' m....ELIig•ll.liIm1uL m-: . -r'41' r-------A.. _-__.rr"i1.11p9iri1r'--'.-- -----1 '=in1mnoii w_ ill ,? 11111. ar, ..,ic_. ..... or_ ,,..[___A. Air ingrailMEit cc For4, _L__ A Affl 111111.1112=1V1 III 01...glir gp AMP% . .0.1.0 ntiiIIM--- A Aill:WAIII 1_ I IBWIIIIIMII il 11111111MI .otrisral mu nu IP' ' `..1 , 0.1 10 100 1000 10000 100000 FLOW RATE-G.P.M. S717/717R 100.00 " ii till _ 1 I 1 1 f ill' 1 , lil ..,.. __ ..,_,_ 1 1 F 7e 1 0_ , VI 1 r f , _ , 1 1,:, , 1 , i. 117-*.. , ,, 1 IL l/1 1 . ' , 1 <*' 6 4, : I ,S) 0 1 : 4 He -9 4',, .:,,,,, IR ,, 49 LI. 10•00 - i .. 1- iL--,---' 1 ! 4,,, : 4 ...:-,190, - 4 , .,:,4 _.-6°P .,..4 _i......_1‘..4 1____, --t- i 4 _..r.V a eo- ----co'1--, .,,`,,1, 4---1—,:li- D I w , . 111 H 1 ._ . , •i 1--------- : ' I I 1 '"1- + 11 1 1.00 10.00 100 1000 10000 100000 FLOW RATE(Litres/Mirt) www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. jctauli& REV P 10.08 5 s a FireLock® 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 ' ctaulic° VICTAULic ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAUUC COMPANY.ALL RIGHTS RESERVED. 10.08 Open Snoot Assembly •, a FNPT x FNST* Connection F P P 'a Description The single outlet open snoot is constructed of cast brass. The single swivel is complete with gasket and comes standard with pin lugs. Outlet is 2'/" NPT female thread. Comes standard with 2' " NST female swivel. Kit includes: open ,..,' snoot, 2 '/2" brass plug with chain, and 2'/" FDC Brass Wall Plate. _ Installation Specifications Installation can be achieved with tools readily available in the field using common installation practices. Make sure male threads of pipe to which the Material: Cast Brass snoot is being attached are liberally coated with a pipe thread sealant such as PipeFit Thread Sealant with PTFE or PTFE Thread Sealant Tape.Tighten the Size: snoot until hand tight.Tighten one additional turn past hand tight to achieve a 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. NST 3.0686"x 71/2 TPI BCT 3.000"x 8 TPI CLV 3.078"x 8 TPI DET 3.125"x 71/2 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. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599-1168 +1 800 344-1822 0 FAX+1 800 344-3775 ( ©2012 Fire Protection Products,Inc. 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 Fittings are produced from UL and C-UL Listed BLAZEMASTER CPVC compound FM Approved that is a specially developed thermo- LPCB Approved a � plastic compound composed of post NSF Certified chlorinated polyvinyl chloride (CPVC) MEA Approved resin and state of the art additives. City of Los Angeles 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 April 2016. pipe to metallic piping.All female pipe Fittings: thread adapters have brass inserts for ASTM F438(Sch.40) durability. Grooved adapters connect ASTM F439(Sch.80) directly to grooved end valves and ASTM F1970 metallic pipe,with flexible grooved end Color couplings. Orange NOTICE The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction.Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Page 1 of 2 APRIL 2016 TFP1915 TFP1915 Page 2 of 2 Care and Limited Maintenance Warranty TYCO CPVC Pipe and Fittings are to be For warranty terms and conditions,visit maintained and serviced in accordance www.tyco-fire.com with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service,notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected,tested,and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway,Lansdale,PA 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 .,...,..,..., Ili,..!....ili. 0 A llYll Y Y TO® illiiiN ........, .,...„ SIDEWINDER® FOR WOOD -Horizontal Application Application Product Features it:, Not less than 2"nominal width / -- — — --u •No pre drilling required. (1-1/2")up to 3-1/2"pipe;not less than ' 3°(2-112")nominal width 4"&5"pipe •Quick to install using the Sammy �� rloo�Jost Nut Driver with an 18V cordless faragi Minimum 2-1/2"from bottom for ` drill/driver. branch lines.Minimum 3°from bot- l tom for main lines.Exception:This 1 •Saves time from traditional requirement shall not apply to 2 LA,or � methods. ( �i thicker nailing strips resting on top of W steel beams. •Reduces installation costs. y - _ tJ 25-380.Toot akilahliielipavto 11 j 8 Ward,a Cdeo demonorr J ie www-itwbuiidex-com) W 41 Rod Part Screw Ultimate UL Test Box Case Approvals Model /) Size Number Descriptions Pullout(lbs) Load(lbs) Qty Qty �/ 1l4" 8019957 SWG 200 114 x 2" 1725 (Fir) 25 125 Q 3/8" 8020957 SWG 10 414 x 1" 622 (Fir) 300 25 125' T" Q. 318' 8021957 SWG 20 114 x 2' 1725 (Fir) 1050 25 125 _ Q> 318" 8073925 SWG 20-SS 114 x 2' 1725 (Fir) 850 25 125 Q- 318"` 8022925 SWG 25-380 3'8 x 2-1/2" 2249 (Fir) 1500 25 125 1_ 14 SW Red 3/8" 8023925 SWG 30 1/4 x 3, 1884 (Fir) 25 125 Iii Nut Driver Pa9#8114910 "May require predrilling:consult joist manufacturer. tutu SAMMYS SWI VEL HEAD' FOR WOOD -Swivel Application Z Application Product Features v A . -aerxsr a •Eliminates distortion of threaded rod. t Accommodates up to 3'/a"x 12 pitch roof. •Allows 17°deflection from vertical. •Saves time from traditional methods. ! r4 �� ••Reduces installation costs. nen 1‘ •Made in the U.S.A. Oimam x>s w Ill Ss, Rod Part Screw Ultimate UL Test Load FM Test Min Box Case Lij iii Approvals } Size Number Model Descriptions Pullout Obs) (lbs) Load(lbs) Thickness Qty Qty EA SWIVEL MOUNT i in = i#14 Black ,Q 318" 8139957 SH-GST 20 1/4 x 2 1257(Fir) 1050 1475 25 125 4 Nut Driver T Bart#8113910 .. ' ._" ':A ,,+ 1;i -` !.fill 1500 9475 25 125 1903 Dim.Lumber 1500 . 318"' 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 850 @ 45° 25 125 Dim Lumber N t � 903 Dim.Comber i2 8303957 SH GST-"CST 20 5716 x 1-314' 1406 @ 45°otf vertical _ , ii 25 125, '; Dam.Lumber V aq�i�.,Cr do ng;consultjoist man�'�c'ui e-. #14 OH Orange Nut Driver 4 Part#8273910 4 4 5 To find a distributor near you,call 800-BUILDEX hki r .a °,rrw L.r:" W.` 89/e mow( ,.Exp 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) ' LISTED Fig.200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: •°°°°°° Fig. 200 - 1/2" (15mm)thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications s Function: For fire sprinkler and other general piping purposes. Knurled --, swivel nut design permits hanger adjustment after installation. 5 Features: • (1/2" (15mm)thru 2" (5omm)) Flared edges ease installation for all pipe .� i , types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily o B installed around pipe, i For hanger with non-captured nut order Fig. 200S. i • (21/2" (65mm)thru 8" (200mm)) Spring tension on nut holds it securely inI �`. hanger before installation.Adjusting nut is easily removed. I i Approvals: Underwriters Laboratories listed (1/2" (15mm)thru 8" (2oomm)) _ ; in the USA(UL) and Canada (cUL)for steel and CPVC plastic pipe and f Fig.200-'/2'200-3/4 3` Fig.200-1 to 200-2 Fig.200-21/2 to 200-8 Factory Mutual Engineering Approved(FM) (3k" (20mm)thru 8" (20omm)). 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°Ci Finish: Pre-Galvanized. Stainless Steel 1 .�.' materials will be supplied with (2) hex nuts e` in place of a knurl nut. Order By: Figure number and pipe size , Designed to meet or exceed requirements of FM DS 2-0. -g ';,--11, �. " 8 Fig.200 - yi` Fig.200C Fig.200F Pipe Size Rod Size A B Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) , , z 200-1/2 1/2" (15) 3/8"-16 31/8" (79.4) 25/8" (66.7) 11 (5.0) 200-3/4 3/4" (20) 3/8"-16 31/8' (79.4) 21/2" (63.5) 11 (5.0) 200-1 1" (25) 3/e"-16 33/8" (85.7) 25/8" (66.7) 12 (5.5) ; 200-11/4 11/4" (32) 3/8"-16 33/4° (94.0) 27/8" (73.0) 13 (5.9) 200-1'/2 11/2" (40) 3/8"-16 37/8" (98.4) 27/8" (73.0) 14 (6.4) 200-2 2" (50) 3/8"-16 41/2" (114.3) 3" (76.3) 15 (6.9) 200-21/2 21/2" (65) 3/8"-16 55/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" 175) 3/8"-16 57/8" 1149.1) 4" (101.6) 29 (13.3) Fig.200S 200-31/2 31/2" (90) 3/8'-16 73/8" (187.3) 51/4" (133.3) 34 (15.6) 200-4 4" (1001 3/8"-16 73/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" "'(125) 1/2"-13 91/8" (231.8) 61/4" (158.7) 66 (30:2) 200-6 6" (1501 1/2"-13 101/8" (257.2) 63/4" (171.4) 73 (33.4) 200-8 8" 1200) 1/2"-13 131/8" (333.4) 83/4" 1222.2) 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 EIT.N , Pipe Clamps Fig.28M - Offset Hanger& Restrainer for CPVC Plastic Pipe and IPS Steel Pipe ** 0 rcu,- Size Range: 3/4"(20mm)thru 2" (32mm) C 0 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 4111 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 4.1 drilling tapping screws c •cULus Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1'screws are exposed, use Fig.27B speed nut to secure a Approvals: Underwriters Laboratory Listed in the USA(UL)and Canada(cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, ), 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Figure number and pipe size Fig.27B (2)Required Patent#7,744,042 **With reduced spacing, consult factory. ' r- , , a a ' a a (----t- ......11 a Lr----- Hanger and Restraint E 1 Application a as a \- 11111111/.1Z! • +. 1 m- Q Restraint Fig. E ----� �` f (1)Required � � `'-- ---� m �,�. �,___,� High Side of Hanger 0. + v-� a Restraint 17— Detail A Hanger Application Pipe Size A Hole Dia.B C Max Spacing* Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 28M-3/4 3/4" (20) 2" (50.8) 3/16" (4.8) 35/16" (84.1) 5"-6" (1676) 9 (4.1) 28M-1 1" (25) 21/8' (54.0) 3/16" (4.8) 31/2" (88.9) 6"-0" (1829) 12 (5.4) 28M-11/4 11/4" (32) 25/16" (58,7) 3/16" (4.8) 31/2" (88.9) 6'-6" (1981) 13 (5.9) 28M-11/2 11/2" (49) 27/16" (61.9) 3/16" (4.8) 37/8" (98.4) T-0" (2133) 14 (6.3) 28M-2 2" (50) 25/8' (66.7) 3/16" (4.8) 47/166"(112.7) 8'-0" (2438) 15 (6.8) * Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 41 Pipe Clamps Fig. 24- Hanger for CPVC Plastic Pipe & IPS Steel Pipe** 1TOLcc Double Fastener Strap Side Mounted (B-Line B3183) CODSDs Size Range: 3/4"(20mm)thru 2"(50mm) CPVC pipe LISTED Material: Pre-Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. • Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada (cUL)to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge(0.912mm)steel using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of ' NFPA 13, 13R and 13D. Features: Fig. 24 incorporates features which protect the pipe and ease installation.The flared edge design protects the CPVC pipe from45i /1'i; any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the ,_ ,� - product. It is recommended that rechargeable electric drills fitted with T 1 a hex socket attachment be used as installation tools. No impact tools (such as a hammer)are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a 4 , pilot hole in wood is required. B Finish: Pre-Galvanized ----_,...„c......._��''��,- B Order By: Figure number and pipe size A —`-a.` * Hardened hex head self threading screw is furnished with the \\ product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. CPVC Max.Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) Ft. (m) in. (mm) Lbs. (kg) 24-3/4 3/4" (20) 25/16" (58.7) 15/32" (27.8) 13/16" (30.2) 51/2 (1:67) 5/16' (7.9) 9 (4.1) 24-1 1" (25) 25/8" (66.7) 15/16" (33.31 13/16" (30.2) 6 (1.83) 5/16" (7.9) 9 (4.1) 24-11/4 11/4'` (32) 3" (76.2) 11/2" (38.1) 13/16" (30.2) 61/2 (1.98) 5/16' (7.9) 11 (5:0)' 24-11/2 11/2° (40) 31/4' (82.5) 15/8" (42.3) 13/16" (30.2) 7 (2.13) 5/16' (7.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 127/32" (43.6) 13/16" (30.2) 8 (2.44) 5/16" (7.9) 15 (6.8) Fig.25- Surge Restrainer NI 47 Lr o Size Range:—One size fits 3/4"(20mm)thru 2" (40mm)pipe. � LISTED LT 3 Material:—Pre-Galvanized Steel ti 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 4. 1r , t tit band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel ..� pipe or CPVC plastic Pipe. Approvals:—Underwriters Laboratories Listed only when used with �' band hanger Fig. 200, in the USA(UL)and Canada(cUL). ` e r Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4" (20mm)thru 2"(40mm). Patent#5,344,108 `; All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. -Line by E.A.14 38 Fire Protection Solutions k RE man AUTOMATIC SPRINKLERS GyI:momh MODEL GL4110 & GL4910 ION PORAT FIRE SPRINKLER COR PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Model GL4110 and.GL4910 Residential Sprinklers have a low profile yet durable desgn which utilize a 3mm frangible glass ampule asthetherm.osensitiveelement. Theyfeatureeconomy, aesthetics and low flow. The combination of the 3mm frangible glass ampule and spe- �' cially designed deflector make the Model GL4110 and GL4910 Residential Sprinklers the ultimate in life safety and fire control. These Globe Pendent and Recessed Pendent Residential Sprin- klers have met the strict requirements of Underwriters Laboratories Inc.as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626,and should be used accordingly. These sprinklers should also be installed in accordance with the ` �� appropriate NFPA Standard 13, 13D or 13R and under the direc- tion of the approving authorities having jurisdiction. RESIDENTIAL The heart of Globe's Model GL4110 and GL4910 sprinklers PENDENT proven actuating assembly is a hermetically sealed frangible glass ampule thatcontainsapreciselymeasuredamountoffluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pres- surewith in the ampule exceeds the strength of the glass causing the ..,,,,, --.0""IlliC, glass to shatter. This results inwater dischargewhich isdistributed in an approved pattern. TECHNICAL DATA n . See reverse side for Approvals and Specifications. Temperature Rating - 155°F (68°C), 175°F(79°C). �� Water Working Pressure Rating - 175 psi (12 Bars). *Factory tested hydrostatically to 500 psi (34 Bars). RESIDENTIAL *Maximum low temperature glass bulb rating is-67°F(-55°C). RECESSED PENDENT •Frame - bronze Deflector- brass Screw - brass Bulb seat-copper * Spring - nickel alloy Seal teflon *Bulb-glass with alcohol based solution, 3mm size. a Escutcheon Assembly-steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLESPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEM:q7i1URE ORDINARY "w' '�'1r,�� RED ��i���, �i' INTERN®TATE �, << I °�,-��� '` * YELLOW ' - 1 , -,, 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-8464583 FAX 989 846 9231 SEPTEMBER2010 A-1 BULLETIN GL41101GL4910,REV.#6 RESIDENTIAL AUTOMATIC SPRINKLERS MODEL GL4110 & GL4910 PENDENT • RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN K FACTOR THREAD LENGTH FINISHES 155°F 175°F cULus NYC-DOB MODEL SIZE 68°C 79°C3 MEA 101-92-E Factory Bronze GL4110 4.1 (58 metric) Satin Chrome' 1/2"NPT 2 1/2 Chrome X X X X 4 9 (6.4 cm) White Polyester2 GL4910 Nominal (68 metric) Black Polyester2 Lead Coated' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 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' x16' 14 G.P.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT 12' x12' 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 "Quantity s Model Number ° Style .„ *Orifice ° Temperature • Finishes desired °Quantity-Wrenches- P/N 325390 A Quantity - Recessed Wrenches - P/N 325391 I - - •Quantity-Proctective Caps-P/N 327109-CAP (Friction Fit Recesed) I [ /R., 666. // ' ! �L��P, ,, / - _, R" GLOBE® PRODUCT WARRANTY %ij ( } Globe agrees to repair or replace any of its own 1 , ,,,, manufactured products found to be defective in mate- 1' �I..I NC Ar / I� `'�' '^"'x rial or workmanship for a period of one year from date '=' . i 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). g 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 AMMO M` 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com SEPTEMBER2010 PRINTED U.S.A. BULLETIN GL4110/GL4910,REV.#6 U ICK RESPONSE "4 UTOMATIC SPRINKLERS r,Ns. .47-:!--. ;:rrlf.41,14: ,..-.11,---ii. !,, x id GL SERIES UPRIGHT PENDENT CORPORATION• FIRE SPRINKLER VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. ,14,,. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life ands . is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick OUICK 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 _41 ::, 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 4 within the ampule exceeds the strength of the glass causing the ry glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL *See reverse side for Approvals and Specifications. SIDEWALL Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) *Water Working Pressure Rating - 175 psi (12 Bars) 4 '' t_ is ' '—4. P4 *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 0 SIDEWALL HORIZONTAL •Bulb seat - copper * Spring - nickel alloy * Seal - teflon SIDEWALL •Bulb - glass with alcohol based solution, 3mm size *SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY .w, r b . ORANGE/RED 1 + INTERMEDIATE a` i:I" �" ° ��� YELLOW/GREEN '.,1. HIGH ;4 BLUE � 4 _ 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT 0 PENDENT 0 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 9116". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175'F 200°F 286°F cULus FM LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93'C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8* LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8* LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALL GL8133 8.1 LH X X X X X X — — — — GL2826§ 2.8 LH X X X X X X — — -- X HORIZONTAL GL4226§ 4.2 LH X X X X X X — — — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X — — X GL5627D 5.6 LH/OH X X X X X — — X X — GL8127§ 8.1 LH/OH X X X X X X — — — — CONVENTIONAL GL5624 5.6 LH/OH X X X X X — — X X — (OLD STYLE) GL8125 8.1 LH/OH X X X X X — — X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. ❑INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. ,PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE®PRODUCT WARRANTY SPECIFY *Quantity * Model Number * Style Globe agrees to repair or replace any of its own manufactured *Orifice • Thread Sizes • Temperature products found to be defective in material or workmanship for a *Finishes desired period of one year from date of shipment. Quantity-Wrenches- P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). G �, ` 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 AL. 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.corn FIRE SPRINKLER CORPORATION JUNE 2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 G.— , -ArAkik - , AUTOMATIC SPRINKLERS GL SERIES ..'AP no . DRY TYPE FIRE SPRINKLER HORIZONTAL SIDEWALL RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler is designed for use in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary , horizontal pipe nipples. � The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler n 6 utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. At the ampule's rated temperature, the sprinkler opens releasing the bulb seat, QUICK RESPONSE causing the inner tube assembly to move, allowing the spring assembly to pivot DRY NON-ADJUSTABLE alongside the inner tube. At this time, water flows through the sprinkler and is HORIZONTAL SIDEWALL distributed by the deflector, in an approved discharge pattern. It can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a - � hermetically sealed frangible glass ampule that contains a precisely measured L.,mti amount of fluid. When heat is absorbed, the liquid within the bulb expands AM, . .. i 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). WA— G Water Working Pressure Rating - 175 psi (12 Bars). _ 7 s - - Factory tested hydrostatically to 500 psi (34 Bars). �t4 P4--- = wor 7 , • Maximum low temperature glass bulb rating is -67°F (-55°C). �� vt' 40 * Frame - bronze 0 Deflector - brass 0 Screw - brass • Bulb seat- brass • Spring - teflon coated nickel alloy QUICK RESPONSE O Retainer - brass i 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 4. 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 0 ORANGE/RED 1f ,Ia :,� � � a � i i�� i�, � �its i INTERMEDIATE 84. 1 i�� °1 YELLOW/GREEN a °; 1 HIGH i, •+ . f 1 .171C ''�3 BLUE a 25,! - ` "l. Q7° 14', 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 . FAX 989-846-9231 JULY 2010 A-58 BULLETIN GL5641, REV. #14 1