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Specifications (29) Fr - 0o\ '1 OFFICE OPV RECEIVED `c\�� iY,�l2 �` OCT 172018 Ott vvEsu rn�aa wac r� cERfFICAn CITY OF TIGARD ` T' BUILDING DIVISION r ,... Fi STOp v. ,-.4.4".c,frimb0 RE ._ 41,6c ., .„ : -, ''',-,..:.--'.-''1'-'::, ioMATIC FIRE ER°TECT1°N' :,'C'''''12 , , - . - wi4.0:....:-_,, _ i. . ... _ ,...„.,_ . HYDRAULIC CALCULATION SUBMITTALS THE FIELDS APART MENTS BUILDING /4 fte,VAirpty tf.7: GIS 77506 PE 10-11-2018 OREGON CV vF�ti 10 `��<0 RY L . Q EXPIRATION DATE:12/31/18 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 WE SUPPORT AND ENCOURAGE OURA.GE Nc T CERTIFICATION TABLE OF CONTENTS WATER FLOW INFORMATION FOR WARD FLOW CAL CULA TION DESIGN AREA 1 DESIGN AREA 2 DESIGN AREA 3 DESIGN AREA 4 PRODUCT DATA SHEETS BACKFLOW ASSEMBLY RISER MANIFOLD CHECK VALVE FDC CPVC PIPE & FITTINGS HANGERS RESIDENTIAL SPRINKLER PENDENT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER ' W YAT FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT SW 77th PI & SW Hunziker ADDRESS SW 77th PI & SW Hunziker CROSS STREET FLOW HYDRANT SW 77th 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 SW 77tH PI. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner FORWARD FLOW CALCULATION AND AVAILABLE WATER FLOW AT PITOT Project Name: Job#: 2018-TF-002 THE FIELDS - BUIL,DING 2 Date: Aug-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 86 GPM OD Size Sch 40 Sch 10 C Factor of Pipe 120 1 1.049 Line 1 1 1/4 1.380 1.442 1 1/4 Pipe Size 1.442 SCH Sch 10 Pipe #Fits 1 1/2 1.610 1,682 Ft. of Pipe 12 45 Ell 1 1 2 2.067 2.157 90 ElI 9 3 2 1/2 2.469 2.635 VLV 4 1 3 3.068 3.260 Tot Fits 20 Tee 6 1 4 4.026 4.260 Total 32 6 6.357 Line 2 8 8.249 2 Pipe Size 2.067 SCH Sch 40 Pipe #Fits N/A Ft. of Pipe 5 0 0 Fitting Equivalent Lengths in Feet 0 0 0 45 ElI 90 ElI Tee VLV CV 0 0 1 1 2 5 4 5 Tot Fits 0 0 0 1 1/4 1 3 6 4 7 Total 5 1 1/2 2 4 8 5 9 Line 3 2 2 5 10 6 11 2 Pipe Size 2.157 SCH Sch 10 Pipe #Fits 2 1/2 3 6 12 7 14 Ft. of Pipe 0 0 3 3 7 15 10 16 0 0 4 4 10 20 12 22 0 0 6 7 14 30 10 32 Tot Fits 0 0 0 8 9 18 35 12 45 Total 0 VLV= Control Vali,CV= Check Valve Line 4 2 'Pipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 136.8 eqv ft added for BFP Loss 7.9 PSI @ 86 GPM Friction Loss in 1 1/4 Pipe 0.41 32 13.14 line 1 Friction Loss in 2 Pipe 0.07 * 5 0.36 line 2 Friction Loss in 2 Pipe 0.06 * 0 0.00 line 3 Friction Loss in 2 Pipe 0.06 137 7.90 line 4 Total Loss 21.39 Total Pressure Required @ Base of Riser 4 21 = 25 PSI !Pressure Available at 86 GPM = 104 PSI ! Remaining Pressure 1 79 ( 76% Static 104 Residual 100 Flow 2500 Prepared by Bob Knight, CET III (NICET# 100164) HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:8/1/2018 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 Coverage per Sprinkler(ft2) X00 G l ..���- Number of Calculated Sprinklers In-Rack Demand(gpm) 0 77506 PE 10-11-2018 Special Heads OREGON co Hose Streams(gpm) 100 `/<`\ 10 X1-6 . Total Water Required (incl.Hose Streams) (gpm) 185.9 CRY 0 �� Required Pressure at Source(psi) 82 EXPIRATION DATE:12/3118 Type of System Wet Volume-Entire System (gal) 255.3 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) D 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) 85.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 85.9 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 82 SRC -Flow(gpm) 85.9 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 2 Hydraulic Analysis for : I Supply Supply; Safety Pressure System Demand -18- Add. Out. Hose l 150 ..,...._____— _i 140 130 120 11 `. �Jr t �a2 99.515 11-....................---.............--- 100 •�t,'.b.e»a.ra��. . ....'��'.a. ._ i �.o m® .o ...�. .,m .. �..� �... � �.,, U) 911D3 i 80 61 L Cl- 50 40 m. ..,e._ �__ i 30 eD1 10-i. _ 0 ....................mummorraminmenuanimisimilosalltimmmirMallimammilmelliff.111111111mmismoo 0 7090900 00010C20030040050016001700180019002000 2100 2200 2300 2401 i Flow, gpm i File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job :THE FIELDS BUILDING 2 Hydraulic Analysis for : 'I Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 85.9 82 D3 System Demand+Add.Out.Hose 185.9 82 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 99.9 22 185.9 Supply;Safety Pressure 98.8 96.8 16.8 185.9 - Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (f 2) (gpm/psis/2) (9PMft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 200 4.9 0.1 20 16.7 0.127 25,3 26.7 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.103 20.6 17.6 Sprinkler 103 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 104 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 104 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.72 150 16.7 0002 36.46 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.72 1.4 0002 36.46 4.9 1 10x(BM.Tee-Run)=10 91.08 150 14.4 0017 36.46 24.9 1.101 lx(BM.Tee-Br)=5 35 0.1019 0 4x(BM.90)=20 126.08 12.9 0017 36.46 -11.9 1 lx(BM.Tee-Run)=1 16.7 150 27.2 0242 36.46 13 1.101 2x(BM.Tee-Br)=10 11 0.0305 0 27.7 0.8 0242 36.46 10.7 1 lx(BM.Tee-Br)=5 9.29 150 28 0246 27.17 23.7 1.101 5 0.0925 4 14.29 1.3 0246 27.17 -5.4 1 1x(BM.Tee-Br)=5 9.25 150 33.4 1152 17.92 18.3 1.101 5 0.0573 4 14.25 0.8 1152 17.92 -6.1 1 lx(BM.Tee-Br)=5 9.25 150 38.2 0691 8.67 12.2 1.101 5 0.0272 4 14.25 0.4 0691 8.67 -4.7 1 2x(BM.Tee-Run)=2 16.7 150 42.6 0687 8.67 7.5 1.101 lx(BM.Tee-Br)=5 7 0.0111 0 23.7 0.3 0687 8.67 -1.4 1 2x(BM.Tee-Run)=2 9.5 150 42.9 0684 8.67 6.2 1.101 2 0.0076 0 11.5 0.1 0684 8.67 -1.3 1 2x(BM.Tee-Run)=2 6.46 150 43 0682 8.67 4.9 1.101 2 0.0049 0 8.46 0.0 0682 8.67 -1.3 1 3x(BM.Tee-Run)=3 37.18 150 43 0739 8.67 3.5 1.101 lx(BM.Tee-Br)=5 8 0.0027 0 45.18 0.1 0739 8.67 7.4 1 2x(BM.Tee-Run)=2 25.9 150 43.1 0746 8.67 10.9 1.101 2 0.022 0 27.9 0.6 0746 8.67 -5 12x(BM.Tee-Br)=10 6.46 150 43.7 0747 8.67 5.9 1.101 10 0.007 0 16.46 0.1 0747 8.67 0.5 1 llx(BM.Tee-Run)=11 86.75 150 43.9 0809 8.67 6.4 1.101 lx(BM.Tee-Br)=5 36 0.0082 0 4x(BM.90)=20 122.75 1 0809 8.67 18.5 1 lx(BM.Tee-Run)=1 6.46 150 44.9 0829 8.67 24.9 1.101 1 0.1017 0 7.46 0.8 0829 8.67 -1.1 1 lx(BM.Tee-Run)=1 7.58 150 45.6 0984 8.67 23.8 1.101 1 0.0933 0 8.58 0.8 0984 8.67 -8 1 2x(BM.Tee-Run)=2 9.54 150 46.4 0968 8.67 15.7 1.101 2 0.0435 0 11.54 0.5 File:C:\DWG\'-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0968 8.67 -3.8 1 6x(BM.Tee-Run)=6 34.77 150 46.9 0930 8.67 11.9 1.101 2x(BM.Tee-Br)=10 36 0.0261 0 4x(B M.90)=20 70.77 1.8 0930 8.67 28.2 1 1x(BM.Tee-Run)=1 5.94 150 48.8 0931 8.67 40.1 1.101 1 0.2462 0 6.94 1.7 0931 8.67 45.8 1.25 1x(coupling)=1.59 26.75 150 50.5 TOR 8.67 85.9 1.394 3x(BM.Tee-Run)=3 16.59 0.3196 0 2x(BM.90)=12 43.34 13.9 TOR 8,67 0 2 lx(coupling)=1.23 3.95 120 64.3 FS-O 5.42 85.9 2.157 lx(us.Tee-Br)=12.31 13.54 0.0577 1.4 17.49 1 FS-0 5.42 0 2 1 0 66.8 Flow Switch FS-I 5.33 85.9 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 69.8 BFP-O 3.21 85.9 2.157 1.23 0.0577 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 70.9 Ames3000SM BFP-I 1.33 85.9 0 0 4.2031 0.81 1.88 7.9 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 79.5 RC 1.17 85.9 2.067 1 0.071 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 79.8 FF 1 85.9 4.26 1.32 0.0021 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 79.8 0949 -3.75 85.9 4.3 18.33 0.0015 2.1 23.08 0.0 0949 -3.75 0 4 lx(coupling)=1.94 31.84 150 81.9 0950-0 -3.75 85.9 4.24 1.94 0.0014 0 33.78 0.0 0950-0 -3.75 0 4 0.75 0 82 Gate A2360 0950-I -3.75 85.9 0 0 0.0073 0 0.75 0 0950-I -3.75 0 4 1.41 150 82 SRC -3.75 85.9 4.24 0 0.0014 0 1.41 0 SRC $2 File:C:\DWG\-FirestoplThe Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 2 103 27.79 4.9 20 1 lx(BM.Tee-Br)=5 10.06 150 16.7 0002 36.46 20 1.101 lx(BM.90)=5 10 0.0681 -3.8 20.06 1.4 0002 36.46 -4.9 1 lx(BM.Tee-Run)=1 11.12 150 14.4 0219 36.46 15.1 1.101 1 0.0405 0 12.12 0.5 0219 36.46 20.6 16x(BM.Tee-Run)=6 46.95 150 14.8 0211 36.46 35.7 1.101 lx(BM.Tee-Br)=5 11 0.1983 0 57.95 11.5 0211 36.46 -15.3 12x(BM.Tee-Run)=2 9.5 150 26.3 0199 36.46 20.4 1.101 2 0.0702 0 11.5 0.8 0199 36.46 -3.7 1 lx(BM.Tee-Run)=1 6.46 150 27.1 0200 36.46 16.6 1.101 1 0.0482 0 7.46 0.4 0200 36.46 -3.6 1 2x(BM.Tee-Run)=2 7.58 150 27.5 0128 36.46 13.1 1.101 2 0.0309 0 9.58 0.3 0128 36.46 2.9 1 2x(BM.Tee-Run)=2 9.54 150 27.8 0112 36.46 16 1.101 2 0.0446 0 11.54 0.5 0112 36.46 -7 1 3x(BM.Tee-Run)=3 35.03 150 28.3 0097 36.46 9 1.101 2x(BM.Tee-Br)=10 33 0.0153 0 4x(BM.90)=20 68.03 1 0097 36.46 9.2 1 lx(B M.Tee-Run)=1 9.29 150 29.4 0511 27.17 18.2 1.101 1 0.0568 4 10.29 0.6 0511 27.17 10.2 1 1x(B M.Tee-Run)=1 9.25 150 34 0557 17.92 28.4 1.101 1 0.1298 4 10.25 1.3 0557 17.92 13.6 1 lx(BM.Tee-Br)=5 9.25 150 39.3 0953 8.67 42 1.101 5 0.2681 4 14.25 3.8 0953 8.67 3.8 1 lx(BM.Tee-Br)=5 5.67 150 47.1 0931 8.67 45.8 1.101 5 0.3145 0 10.67 3.4 0931 50.5 Path No: 3 102 27.79 4.9 20.6 1 lx(BM.Tee-Br)=5 8.67 150 17.6 0219 36.46 20.6 1.101 5 0.0714 -3.8 13.67 1 0219 14.8 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 4 101 27.79 4.9 25.3 1 lx(BM.Tee-Br)=5 14.14 150 26.7 0230 36.46 25.3 1.101 lx(BM.90)=5 10 0.1047 -3.8 24.14 2.5 0230 36.46 -10.7 1 3x(BM.Tee-Run)=3 40.77 150 25.4 0226 36.46 14.6 1.101 1x(BM.Tee-Br)=5 8 0.038 0 48.77 1.9 0226 36.46 15.3 1 lx(BM.Tee-Br)=5 9.29 150 27.3 0445 27.17 30 1.101 5 0.1433 4 14.29 2 0445 27.17 -7.7 1 lx(BM.Tee-Br)=5 9.25 150 33.4 1006 17.92 22.3 1.101 5 0.0826 4 14.25 1.2 1006 17.92 -3.2 1 lx(BM.Tee-Br)=5 9.25 150 38.5 0782 8.67 19 1.101 5 0.0619 4 14.25 0.9 0782 8.67 -4.1 1 2x(BM.Tee-Run)=2 12.11 150 43.4 0785 8.67 15 1.101 lx(BM.Tee-Br)=5 7 0.0396 0 19.11 0.8 0785 8.67 3.5 1 2x(BM.Tee-Run)=2 9.5 150 44.2 0809 8.67 18.5 1.101 2 0.0586 0 11.5 0.7 0809 44.9 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 5 0017 36.46 0 1 2x(BM.Tee-Run)=2 9.5 150 27.2 0020 36.46 11.9 1.101 2 0.0261 0 11.5 0.3 0020 36.46 4.8 1 2x(BM.Tee-Run)=2 6.46 150 27.5 0022 36.46 10.1 1.101 2 0.0191 0 8.46 0.2 0022 36.46 3 1 3x(BM.Tee-Run)=3 7.13 150 27.7 0028 36.46 13.1 1.101 3 0.0311 0 10.13 0.3 0028 36.46 3.2 1 2x(BM.Tee-Run)=2 7.95 150 28 0031 36.46 16.4 1.101 2 0.0468 0 9.95 0.5 0031 36.46 -4.5 1 1x(BM.Tee-Run)=1 17.77 150 28.4 0037 36.46 11.8 1.101 2x(BM.Tee-Br)=10 11 0.0257 0 28.77 0.7 0037 36.46 2.3 1 lx(BM.Tee-Run)=1 9.29 150 29.2 0266 27.17 14.1 1.101 1 0.0357 4 10.29 0.4 0266 27.17 2.9 1 lx(BM.Tee-Br)=5 9.25 150 33.6 0596 17.92 17 1.101 5 0.0502 4 14.25 0.7 0596 17.92 -4.3 1 lx(BM.Tee-Br)=5 9.25 150 38.3 0672 8.67 12.7 1.101 5 0.0291 4 14.25 0.4 0672 8.67 -5.4 1 2x(BM.Tee-Run)=2 17.77 150 42.7 0677 8.67 7.3 1.101 lx(BM.Tee-Br)=5 7 0.0104 0 24.77 0.3 0677 8.67 -3.2 1 10x(BM.Tee-Run)=10 89.07 150 43 0869 8.67 4 1.101 2x(BM.Tee-Br)=10 40 0.0035 0 4x(BM.90)=20 129.07 0.5 0869 8.67 5.4 1 lx(BM.Tee-Run)=1 7.95 150 43.4 0843 8.67 9.4 1.101 1 0.0169 0 8.95 0.2 0843 8.67 4.6 1 lx(BM.Tee-Br)=5 7.13 150 43.6 0834 8.67 14 1.101 5 0.0349 0 12.13 0.4 0834 8.67 5 1 lx(B M.Tee-Run)=1 20.47 150 44 0832 8.67 19 1.101 1x(BM.Tee-Br)=5 6 0.0617 0 26.47 1.6 0832 8.67 1.1 1 lx(BM.Tee-Run)=1 13.08 150 45.6 0927 8.67 20.2 1.101 2x(BM.Tee-Br)=10 11 0.0688 0 24.08 1.7 0927 8.67 8 1 2x(BM.Tee-Run)=2 9.54 150 47.3 0930 8.67 28.2 1.101 2 0.1279 0 11.54 1.5 0930 48.8 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 6 0246 27.17 0 1 2x(BM.Tee-Run)=2 16.7 150 33.4 0250 27.17 3.4 1.101 1x(BM.Tee-Br)=5 7 0.0025 0 23.7 0.1 0250 27.17 -0.4 1 2x(BM.Tee-Run)=2 9.5 150 33.5 0253 27.17 2.9 1.101 2 0.0019 0 11.5 0.0 0253 27.17 0.3 1 2x(BM.Tee-Run)=2 6.46 150 33.5 0255 27.17 3.2 1.101 2 0.0023 0 8.46 0.0 0255 27.17 0.7 1 2x(BM.Tee-Run)=2 7.13 150 33.5 0257 27.17 3.9 1.101 2 0.0033 0 9.13 0.0 0257 27.17 -1 1 2x(BM.Tee-Run)=2 7.95 150 33.5 0260 27.17 2.9 1.101 2 0.0019 0 9.95 0.0 0260 27.17 -0.7 1 lx(BM.Tee-Run)=1 17.77 150 33.5 0266 27.17 2.2 1.101 2x(BM.Tee-Br)=10 11 0.0011 0 28.77 0.0 0266 33.6 Path No: 7 0246 27.17 0 1 5x(BM.Tee-Run)=5 34.36 150 33.4 0371 27.17 2 1.101 lx(BM.Tee-Br)=5 30 0.001 0 4x(BM.90)=20 64.36 0.1 0371 27.17 0.4 1 2x(BM.Tee-Run)=2 9.5 150 33.5 0357 27.17 2.5 1.101 2 0.0014 0 11.5 0.0 0357 27.17 -0.3 1 lx(BM.Tee-Run)=1 6.46 150 33.5 0351 27.17 2.2 1.101 lx(BM.Tee-Br)=5 6 0.0011 0 12.46 0.0 0351 27.17 -0.7 1 2x(BM.Tee-Run)=2 25.9 150 33.5 0349 27.17 1.4 1.101 2 0.0005 0 27.9 0.0 0349 27.17 0.9 13x(BM.Tee-Run)=3 27.32 150 33.5 0342 27.17 2.3 1.101 4x(BM.90)=20 23 0.0013 0 50.32 0.1 0342 27.17 1.1 1 lx(BM.Tee-Run)=1 20.47 150 33.6 0495 27.17 3.4 1.101 lx(BM.Tee-Br)=5 6 0.0025 0 26.47 0.1 0495 27.17 0.7 1 lx(BM.Tee-Run)=1 13.08 150 33.6 0502 27.17 4 1.101 2x(BM.Tee-Br)=10 11 0.0035 0 24.08 0.1 0502 27.17 1.2 12x(BM.Tee-Run)=2 9.54 150 33.7 0505 27.17 5.2 1.101 2 0.0056 0 11.54 0.1 0505 27.17 1.3 1 2x(BM.Tee-Br)=10 11.61 150 33.8 0511 27.17 6.5 1.101 10 0.0083 0 21.61 0.2 0511 34 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 8 1152 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 38.2 1156 17.92 3.7 1.101 lx(BM.Tee-Br)=5 7 0.003 0 23.7 0,1 1156 17.92 -0.6 1 2x(BM.Tee-Run)=2 9.5 150 38.3 1159 17.92 3.1 1.101 2 0.0022 0 11.5 0.0 1159 17.92 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 38.3 0585 17.92 2.6 1.101 2 0.0016 0 8.46 0.0 0585 17.92 -1.2 13x(BM.Tee-Run)=3 37,18 150 38.3 0582 17.92 1.5 1.101 lx(BM.Tee-Br)=5 8 0.0005 0 45.18 0.0 0582 17.92 3.4 1 2x(BM.Tee-Run)=2 25.9 150 38.4 0580 17.92 4.9 1.101 2 0.005 0 27.9 0.1 0580 17.92 -1.1 1 lx(BM.Tee-Br)=5 6.46 150 38.5 1026 17.92 3.7 1.101 lx(BM.Tee-Run)=1 6 0.003 0 12.46 0.0 1026 17.92 -1.7 1 12x(BM.Tee-Run)=12 86.75 150 38.5 1047 17.92 2 1.1012x(BM.Tee-Br)=10 42 0.001 0 4x(BM.90)=20 128.75 0.1 1047 17.92 4.9 1 lx(BM.Tee-Run)=1 6.46 150 38.7 1048 17.92 6.9 1.101 1 0.0096 0 7.46 0.1 1048 17.92 1.3 1 lx(BM.Tee-Run)=1 7.58 150 38.7 1053 17.92 8.2 1.101 1 0.0131 0 8.58 0.1 1053 17.92 -1.6 1 2x(BM.Tee-Run)=2 9.54 150 38.8 1066 17.92 6.7 1.101 2 0.0089 0 11.54 0.1 1066 17.92 -1.7 1 3x(BM.Tee-Run)=3 35.03 150 38.9 0557 17.92 5 1.101 2x(BM.Tee-Br)=10 33 0.0052 0 4x(BM.90)=20 68.03 0.4 0557 39.3 Path No: 9 1152 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 38.2 1177 17.92 2.3 1.101 lx(BM.Tee-Br)=5 30 0.0012 0 4x(BM.90)=20 64.36 0.1 1177 17.92 0.6 1 2x(BM.Tee-Run)=2 9.5 150 38.3 1173 17.92 2.9 1.101 2 0.0019 0 11.5 0,0 1173 17.92 0.5 1 lx(BM.Tee-Run)=1 6.46 150 38.3 0582 17.92 3.4 1.101 1x(BM.Tee-Br)=5 6 0.0026 0 12.46 0.0 0582 38.4 File:C:\DWG\--Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 10 0691 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 42.6 0708 8.67 4.7 1.101 lx(BM.Tee-Br)=5 30 0.0046 0 4x(BM.90)=20 64.36 0.3 0708 8.67 1.4 12x(BM.Tee-Run)=2 9.5 150 42.9 0725 8.67 6.1 1.101 2 0.0074 0 11.5 0.1 0725 8.67 1.3 1 lx(BM.Tee-Run)=1 6.46 150 43 0739 8.67 7.4 1.101 lx(BM.Tee-Br)=5 6 0.0106 0 12.46 0.1 0739 43.1 Path No: 11 0687 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 42.9 0708 8.67 1.4 1.1012x(BM.Tee-Br)=10 36 0.0005 0 4x(BM.90)=20 75.18 0.0 0708 42.9 Path No: 12 0684 8:67 0 16x(BM.Tee-Run)=6 39.18 150 43 0725 8.67 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0725 43 Path No: 13 0682 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 43 0680 8.67 1.3 1.101 lx(BM.Tee-Br)=5 6 0.0004 0 13.13 0 0680 8.67 3.2 1 13x(BM.Tee-Run)=13 93.03 150 43 0843 8.67 4.6 1.101 lx(BM.Tee-Br)=5 38 0.0044 0 4x(BM.90)=20 131.03 0.6 0843 43.6 Path No: 14 0746 8.67 0 1 3x(BM.Tee-Run)=3 27.32 150 43.7 0834 8.67 5 1.101 4x(BM.90)=20 23 0.0053 0 50.32 0.3 0834 44 Path No: 15 0829 8.67 0 1 2x(BM.Tee-Run)=2 38.27 150 45.6 0832 8.67 1,1 1.101 2x(BM.Tee-Br)=10 12 0.0003 0 50.27 0.0 0832 45.6 Path No: 16 0984 8.67 0 1 5x(BM.Tee-Run)=5 34.77 150 46.4 0927 8.67 8 1.101 2x(BM.Tee-Br)=10 35 0.0125 0 4x(BM.90)=20 69.77 0.9 0927 47.3 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 17 0968 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 46.9 0953 8.67 3.8 1.101 4x(BM.90)=20 29 0.0031 0 lx(BM.Tee-Br)=5 64.03 0.2 0953 47.1 Path No: 18 0211 36.46 0 1 lx(BM.Tee-Run)=1 12.11 150 26.3 0226 36.46 15.3 1.101 2x(BM.Tee-Br)=10 11 0.0414 0 23.11 1 0226 27.3 Path No: 19 0199 36.46 0 1 2x(BM.Tee-Br)=10 93.21 150 27.1 0150 36.46 3.7 1.101 12x(BM.Tee-Run)=12 47 0.003 0 5x(BM.90)=25 140.21 0.4 0150 36.46 -1.2 1 3x(BM.Tee-Run)=3 27.32 150 27.6 0143 36.46 2.6 1.101 4x(BM.90)=20 23 0.0015 0 50.32 0.1 0143 36.46 0.7 1 14x(BM.Tee-Run)=14 96.2 150 27.6 0028 36.46 3.2 1.101 2x(BM.Tee-Br)=10 49 0.0023 0 5x(BM.90)=25 145.2 0.3 0028 28 Path No: 20 0200 36.46 0 1 2x(BM.Tee-Run)=2 38.27 150 27.5 0141 36.46 3.6 1.101 2x(BM.Tee-Br)=10 12 0.0028 0 50.27 0.1 0141 36.46 -0.7 1 6x(BM.Tee-Run)=6 47.85 150 27.6 0128 36.46 2.9 1.101 2x(BM.Tee-Br)=10 36 0.0019 0 4x(BM.90)=20 83.85 0.2 0128 27.8 Path No: 21 0112 36.46 0 1 6x(BM.Tee-Run)=6 34.77 150 28.3 0090 36.46 7 1.101 2x(BM.Tee-Br)=10 36 0.0097 0 4x(BM.90)=20 70.77 0.7 0090 36.46 0.7 1 lx(BM.Tee-Run)=1 4.96 150 29 0091 36.46 7.7 1.101 1 0.0116 0 5.96 0.1 0091 36.46 1.5 1 lx(BM.Tee-Run)=1 6.65 150 29.1 0097 36.46 9.2 1.101 lx(BM.Tee-Br)=5 11 0.0162 0 lx(BM.90)=5 17.65 0.3 0097 29.4 Path No: 22 0230 36.46 0 1 7x(BM.Tee-Run)=7 91.43 150 25.4 0242 36.46 10.7 1.101 lx(BM.Tee-Br)=5 32 0.0212 0 4x(BM.90)=20 123.43 2.6 0242 28 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 13 Job:THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 23 0445 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 33.4 0448 27.17 5.6 1.101 lx(BM.Tee-Br)=5 7 0.0064 0 19.11 0.1 0448 27.17 -0.1 12x(BM.Tee-Run)=2 9.5 150 33.5 0471 27.17 5.5 1.101 2 0.0062 0 11.5 0.1 0471 27.17 1.3 1 lx(BM.Tee-Run)=1 6.46 150 33.6 0492 27.17 6.8 1.101 1 0.0093 0 7.46 0.1 0492 27.17 -0.7 1 lx(BM.Tee-Run)=1 7.58 150 33.6 0542 27.17 6.2 1.101 1 0.0077 0 8.58 0.1 0542 27.17 -1.2 1 2x(BM.Tee-Run)=2 9.54 150 33.7 0526 27.17 5 1.101 2 0.0052 0 11.54 0.1 0526 27.17 -1.3 13x(BM.Tee-Run)=3 35.03 150 33.8 0511 27.17 3.8 1.101 2x(BM.Tee-Br)=10 33 0.0031 0 4x(BM.90)=20 68.03 0.2 0511 34 Path No: 24 0445 27.17 0 1 9x(BM.Tee-Run)=9 84.49 150 33.4 0416 27.17 2.1 1.101 5x(BM.90)=25 34 0.001 0 118.49 0.1 0416 27.17 0.1 1 3x(BM.Tee-Run)=3 9.5 150 33,5 0410 27.17 2.2 1.101 3 0.0011 0 12.5 0.0 0410 27.17 -0.9 1 12x(BM.Tee-Run)=12 86.75 150 33.5 0471 27.17 1.3 1.101 2x(BM.Tee-Br)=10 42 0.0004 0 4x(BM.90)=20 128.75 0.1 0471 33.6 Path No: 25 1006 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 38.5 1100 17.92 3.5 1.101 lx(BM.Tee-Br)=5 7 0.0027 0 19.11 0.1 1100 17.92 1.4 1 2x(BM.Tee-Run)=2 9.5 150 38.6 1047 17.92 4.9 1.101 2 0.005 0 11.5 0.1 - 1047 38.7 Path No: 26 0782 8.67 0 1 9x(BM.Tee-Run)=9 84.49 150 43.4 0753 8.67 4.1 1.101 5x(BM.90)=25 34 0.0036 0 118.49 0.4 0753 8.67 -0.5 1 9x(BM.Tee-Run)=9 84.73 150 43.9 0785 8.67 3.5 1.101 2x(BM.Tee-Br)=10 39 0.0027 0 4x(BM.90)=20 123.73 0.3 0785 44.2 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 14 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 27 0020 36.46 0 1 7x(BM.Tee-Run)=7 45.64 150 27.5 0152 36.46 1.8 1,101 3x(BM.Tee-Br)=15 42 0.0008 0 4x(BM.90)=20 87.64 0.1 0152 36.46 1.2 1 2x(BM.Tee-Run)=2 37.18 150 27.6 0022 36.46 3 1.101 1x(BM.Tee-Br)=5 7 0.002 0 44.18 0.1 0022 27.7 Path No: 28 0031 36.46 0 1 llx(BM.Tee-Run)=11 90.41 150 28.4 0065 36.46 4.5 1.101 4x(BM.90)=20 36 0.0043 0 lx(BM.Tee-Br)=5 126.41 0,5 0065 36.46 -0.7 1 lx(BM.Tee-Run)=1 7.01 150 29 0063 36.46 3.8 1.101 2x(BM.Tee-Br)=10 11 0.0031 0 18.01 0.1 0063 36.46 -1.5 1 7x(BM.Tee-Run)=7 79.65 150 29 0037 36.46 2.3 1.101 lx(BM.Tee-Br)=5 32 0.0012 0 4x(BM.90)=20 111.65 0.1 0037 29.2 Path No: 29 0596 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 38.3 0590 17.92 2.4 1,101 lx(BM.Tee-Br)=5 7 0.0013 0 24.77 0.0 0590 17.92 -0.8 1 10x(BM.Tee-Run)=10 89.07 150 38.3 0624 17.92 1.6 1.101 2x(BM.Tee-Br)=10 40 0.0006 0 4x(BM.90)=20 129.07 0.1 0624 17.92 2 1 1x(BM.Tee-Run)=1 7.95 150 38.4 0646 17.92 3.5 1.101 1 0.0027 0 8.95 0.0 0646 17.92 2 1 lx(BM.Tee-Br)=5 7.13 150 38.4 0573 17.92 5.5 1.101 5 0.0062 0 12.13 0.1 0573 17.92 1.1 1 2x(BM.Tee-Run)=2 20.47 150 38.5 0571 17.92 6.7 1.101 2 0.0089 0 22.47 0.2 0571 17.92 -1.3 1 lx(BM.Tee-Run)=1 13.08 150 38.7 0566 17.92 5.4 1.101 3x(BM.Tee-Br)=15 16 0.006 0 29.08 0.2 0566 17.92 1.6 1 2x(BM.Tee-Run)=2 9.54 150 38.9 0563 17.92 6.9 1.101 2 0.0095 0 11.54 0.1 0563 17.92 1.7 12x(BM.Tee-Br)=1Q 11.61 150 39 0557 17.92 8.6 1.101 10 0.0142 0 21.61 0.3 0557 39.3 Path No: 30 0596 17.92 0 1 9x(BM.Tee-Run)=9 85.32 150 38.3 ' 0624 17.92 2 1.101 5x(BM.90)=25 34 0.0009 0 119.32 0.1 0624 38.4 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 31 0672 8.67 0 1 9x(BM.Tee-Run)=9 85.32 150 42.7 0869 8.67 5.4 1.101 5x(8M.90)=25 34 0.006 0 119.32 0.7 0869 43.4 Path No: 32 0677 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 43 0680 8.67 3.2 1.101 lx(BM.Tee-Br)=5 6 0.0023 0 13.95 0.0 0680 43 Path No: 33 0250 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 33.5 0371 27.17 0.4 1.1012x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 0371 33.5 Path No: 34 0257 27.17 0 1 14x(BM.Tee-Run)=14 89.07 150 33.5 0316 27.17 1 1.101 2x(BM.Tee-Br)=10 44 0.0003 0 4x(BM.90)=20 133.07 0.0 0316 27.17 0.0 1 lx(BM.Tee-Br)=5 7.13 150 33.6 0342 27.17 1.1 1.101 5 0.0003 0 12.13 0 0342 33.6 Path No: 35 • 0260 27.17 0 1 10x(BM.Tee-Run)=10 89.07 150 33.5 0294 27.17 0.7 1.101 2x(BM.Tee-Br)=10 40 0.0001 0 4x(BM.90)=20 129.07 0.0 0294 27.17 0.0 1 8x(BM.Tee-Run)=8 85.32 150 33.6 0266 27.17 0.7 1.101 lx(BM.Tee-Br)=5 38 0.0001 0 5x(BM.90)=25 123.32 0.0 0266 33.6 Path No: 36 0357 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 33.5 0253 27.17 0.3 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0253 33.5 Path No: 37 0351 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 33.5 0255 27.17 0.7 1.101 lx(BM.Tee-Br)=5 7 0.0002 0 44.18 0 0255 33.5 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiv2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 38 1156 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 38.3 1177 17.92 0.6 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 1177 38.3 Path No: 39 1159 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 38.3 1173 17.92 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 1173 38.3 Path No: 40 0585 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 38.3 0587 17.92 1.2 1.101 lx(BM.Tee-Br)=5 6 0.0004 0 13.13 0 0587 17.92 0.8 1 14x(BM.Tee-Run)=14 87.07 150 38.3 0646 17.92 2 1.101 lx(BM.Tee-Br)=5 19 0.0009 0 106.07 0.1 0646 38.4 Path No: 41 0580 17.92 0 1 3x(BM.Tee-Run)=3 27.32 150 38.5 0573 17.92 1.1 1.101 4x(BM.90)=20 23 0.0003 0 50.32 0.0 0573 38.5 Path No: 42 1026 17.92 0 1 2x(BM.Tee-Run)=2 9.5 150 38.5 1020 17.92 1.7 1.101 lx(BM.Tee-Br)=5 7 0.0007 0 16.5 0.0 1020 17.92 -0.3 1 9x(BM.Tee-Run)=9 84.73 150 38.5 1100 17.92 1.4 1.101 1x(BM.Tee-Br)=5 34 0.0005 0 4x(BM.90)=20 118.73 0.1 1100 38.6 Path No: 43 1053 17.92 0 1 5x(BM.Tee-Run)=5 34.77 150 38.8 0566 17.92 1.6 1.101 2x(BM.Tee-Br)=10 35 0.0006 0 4x(BM.90)=20 69.77 0.0 0566 38.9 Path No: 44 1066 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 38.9 0563 17.92 1.7 1.101 2x(BM.Tee-Br)=10 36 0.0007 0 4x(BM.90)=20 70.77 0.0 0563 39 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 45 0150 36.46 0 1 2x(BM.Tee-Run)=2 25.9 150 27.6 0152 36.46 1.2 1.101 2 0.0004 0 27.9 0 0152 27.6 Path No: 46 0141 36.46 0 1 lx(BM.Tee-Run)=1 20.47 150 27.6 0143 36.46 0.7 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 26.47 0 0143 - 27.6 Path No: 47 0448 27.17 0 1 9x(BM.Tee-Run)=9 84.73 150 33.5 0416 27.17 0.1 1.101 2x(BM.Tee-Br)=10 39 0 0 4x(BM.90)=20 123.73 0 0416 33.5 Path No: 48 0492 27.17 0 1 2x(BM.Tee-Run)=2 38.27 150 33.6 0495 27,17 0.7 1.101 2x(BM.Tee-Br)=10 12 0.0001 0 50.27 0 0495 33.6 Path No: 49 0542 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 33.7 0502 27.17 1.2 1.1012x(BM.Tee-Br)=10 35 0.0003 0 4x(BM.90)=20 69.77 0.0 0502 33.7 Path No: 50 0526 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 33.8 0505 27.17 1.3 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 70.77 0.0 0505 33.8 Path No: 51 0410 27.17 0 1 lx(BM.Tee-Br)=5 6.46 150 33.5 0349 27.17 0.9 1.101 5 0.0002 0 11.46 0 0349 33.5 Path No: 52 0753 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 43.9 0747 8.67 0.5 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 16.5 0 0747 43.9 File:C:\DWGL-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 53 0065 36.46 0 1 3x(BM.Tee-Run)=3 28.02 150 29 0090 36.46 0.7 1.101 lx(BM.90)=5 8 0.0001 0 36.02 0 0090 29 Path No: 54 0063 36.46 0 1 lx(BM.Tee-Run)=1 25.97 150 29 0091 36.46 1.5 1.101 lx(BM.Tee-Br)=5 6 0.0006 0 31.97 0.0 0091 29.1 Path No: 55 0590 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 38.3 0587 17.92 0.8 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.95 0 0587 38.3 Path No: 56 0571 17.92 0 1 2x(BM.Tee-Run)=2 38.27 150 38.7 1048 17.92 1.3 1.101 lx(BM.Tee-Br)=5 7 0.0004 0 45.27 0.0 1048 38.7 Path No: 57 0294 27.17 0 1 lx(BM.Tee-Run)=1 7.95 150 33.6 0316 27.17 0.0 1.101 1 0 0 8.95 0 0316 33.6 Path No: 58 1020 17.92 0 1 8x(BM.Tee-Run)=8 84.49 150 38.5 1006 17.92 0.3 1.101 1x(BM.Tee-Br)=5 38 0.0000 0 5x(BM.90)=25 122.49 0 1006 38.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 18.07 ft/s occurs in the following pipe(s): (TOR-0931) File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job :THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC 04 psi @ 185.9 gpm(85.9 gpm+100 gpm add.out.hose)0 05.1 100 95 90 90 85 80 75 70cc - 65 60 55- LI ut 50- a. 45_ 40 35 30 25 20 15 10 5 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co '0o N N N Row,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 1821 (Ames3000S11/11, Size = 2) 18.8 17.8 16.8 15.8 14.8 13.8 12.8 si) 11.8 Ct. 6 10.8 0 9 8 us 8 111111111111111111 7.9 Psi @ 85.9 gpm w .8 ; it 7 8 0 _ 6 8 5 8 4.8 3.8 2.8 1 8 0.8 t t I Row,gpm File:CADWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 20 Job :THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 1822 (Flow Switch, Size = 2) 3 psi@ 85.9 gpm 2.8— a 2 3 .; 1.8 0 cp ct 0.3 8 Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1823 (Gate A2360, Size = 4) I 546 0 O. " 1.046 -- 0 546 0 psi @ 85.9 gpm Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright°2002-201 2 Tyco Fire Protection Products Page 21 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:8/1/2018 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) 511 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 ,•` sy' G 1 '�'o" In-Rack Demand(gpm) 0 �� �7 �y 77506 PE Special Heads 10-11-2018 OREGON Hose Streams(gpm) 100 cp Total Water Required (incl.Hose Streams) (gpm) 180 6 vF,p 10 �P Ry C . 0 Required Pressure at Source(psi) 70.5 EXPIRATION DATE:12/31/18 Type of System Wet Volume-Entire System (gal) 255 gal Water Supply Information Date 5/4/18 Location S ITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 22 Job :THE FIELDS BUILDING 2 Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 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) 80.6 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 80.6 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 70.5 SRC -Flow(gpm) 80.6 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job :THE FIELDS BUILDING 2 • Hydraulic Analysis for : 2 Supply Supply; Safety Pressure System Demand Add. Out. Hose --- 140 130 _a---,--------a---;--- _7— , irai 120 .. .1 1'1 4- , a. 1 1 1 1 t 11 .,E 1g1 ; a : ' ; . ' : - - a a .., ill `Y i .e . _ S2 99.515 100 _ —.� .� �_,,�,. �, "" ' .£ :+fir , �s� I . 0 �,.- I1 t t � 9Raft 6g( D3 j4 � t1 ' � to 70 ..i � 50 , f s I 40 . , iti.i 30 , `' . t Ia v . t ..moo ; 0 7090000 0010100200300400 50016001700180019002000 2100 2200 2300 2401 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job :THE FIELDS BUILDING 2 Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 Di Elevation Pressure 0 13.7 D2 System Demand 80.6 70.5 D3 System Demand+Add.Out.Hose 180.6 70.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 103.6 33.5 180.6 Supply;Safety Pressure 98.8 100.3 28.3 180.6 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 201 Overhead 200 4.9 0.1 20 16.7 0.102 20.3 17.2 Sprinkler 202 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 203 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.101 20.2 17.1 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright CO 2002-2012 Tyco Fire Protection Products Page 25 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psIv2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 1 202 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0144 36.46 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0144 36.46 -0.21 lx( BM.Tee-Run)=1 3.66 150 14.3 0143 36.46 19.8 1.101 1 0.0667 0 4.66 0.3 0143 36.46 -8.5 1 14x(BM.Tee-Run)=14 96.2 150 14.6 0028 36.46 11.4 1.101 2x(BM.Tee-Br)=10 49 0.0237 0 5x(BM.90)=25 145.2 3.4 0028 36.46 10.3 1 2x(BM.Tee-Run)=2 7.95 150 18 0031 36.46 21.6 1.101 2 0.0785 0 9.95 0.8 0031 36.46 -5.9 1 lx(BM.Tee-Run)=1 17.77 150 18.8 0037 36.46 15.8 1.101 2x(BM.Tee-Br)=10 11 0.0436 0 28.77 1.3 0037 36.46 3.3 1 lx(BM.Tee-Br)=5 9.29 150 20.1 0266 27.17 19 1.101 5 0.0619 4 14.29 0.9 0266 27.17 -2.8 1 lx(BM.Tee-Br)=5 9.25 150 25 0596 17.92 16.3 1.101 5 0.0463 4 14.25 0.7 0596 17.92 -4.3 1 lx(BM.Tee-Br)=5 9.25 150 29.6 0672 8.67 11.9 1.101 5 0.026 4 14.25 0.4 0672 8.67 -5 1 2x(BM.Tee-Run)=2 17.77 150 34 0677 8.67 6.9 1.101 1x(BM.Tee-Br)=5 7 0.0094 0 24.77 0.2 0677 8.67 -3.1 1 10x(BM.Tee-Run)=10 89.07 150 34.2 0869 8.67 3.8 1.101 2x(BM.Tee-Br)=10 40 0.0031 0 4x(BM.90)=20 129.07 0.4 0869 8.67 5 1 lx(BM.Tee-Run)=1 7.95 150 34.6 0843 8.67 8.8 1.101 1 0.0148 0 8.95 0.1 0843 8.67 4.2 1 lx(BM.Tee-Br)=5 7.13 150 34.8 0834 8.67 13 1.101 5 0.0306 0 12.13 0.4 0834 8.67 4.7 1 lx(BM.Tee-Run)=1 20.47 150 35.1 0832 8.67 17.7 1.101 lx(BM.Tee-Br)=5 6 0.0542 0 26.47 1.4 0832 8.67 1.1 1 lx(BM.Tee-Run)=1 13.08 150 36.6 0927 8.67 18.8 1.101 2x(BM.Tee-Br)=10 11 0.0607 0 24.08 1.5 0927 8.67 7.5 1 2x(BM.Tee-Run)=2 9.54 150 38 0930 8.67 • 26.4 1.101 2 0.1131 0 11.54 1.3 0930 8.67 11.2 1 lx(BM.Tee-Run)=1 5.94 150 39.3 0931 8.67 37.6 1.101 1 0.218 0 6.94 1.5 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi') (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0931 8.67 43 1.25lx(coupling)=1.59 26.75 150 40.9 TOR 8.67 80.6 1.394 3x(BM.Tee-Run)=3 16.59 0.2839 0 2x(BM.90)=12 43.34 12.3 TOR 8.67 0 2 lx(coupling)=1.23 3.95 120 53.2 FS-0 5.42 80.6 2.157 lx(us.Tee-Br)=12.31 13.54 0.0512 1.4 17.49 0.9 FS-O 5.42 0 2 1 0 55.5 Flow Switch FS-I 5.33 80.6 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 58.5 BFP-0 3.21 80.6 2.157 1.23 0.0512 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 59.5 Ames3000SM BFP-I 1.33 80.6 0 0 4.1085 0.81 1.88 7.7 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 68.1 RC 1.17 80.6 2.067 1 0.063 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 68.3 FF 1 80.6 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 1x(us.90)=18.33 4.75 140 68.3 0949 -3.75 80.6 4.3 18.33 0.0013 2.1 23.08 0.0 0949 -3.75 0 4 lx(coupling)=1.94 31.84 150 70.4 0950-0 -3.75 80.6 4.24 1.94 0.0013 0 33.78 0.0 0950-0 -3.75 0 4 0.75 0 70.5 Gate A2360 0950-I -3.75 80.6 0 0 0.0066 0 0.75 0 0950-I -3.75 0 4 1.41 150 70.5 SRC -3.75 80.6 4.24 0 0.0013 0 1.41 0 SRC 70.5 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 2 203 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0149 36.46 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0149 36.46 0.2 1 1x(BM.Tee-Run)=1 0.33 150 14.3 0150 36.46 20,2 1.101 1 0.0692 0 1.33 0.1 0150 36.46 -8.6 1 12x(BM.Tee-Run)=12 93.21 150 14.4 0199 36.46 11.6 1.101 2x(BM.Tee-Br)=10 47 0.0247 0 5x(BM.90)=25 140.21 3.5 0199 36.46 8.5 1 2x(BM.Tee-Run)=2 9.5 150 17.8 0211 36.46 20.1 1.101 2 0.0687 0 11.5 0.8 0211 36.46 0.8 1 2x(BM.Tee-Run)=2 12.11 150 18.6 0226 36.46 21 1.101 lx(BM.Tee-Br)=5 7 0.0741 0 19,11 1.4 0226 36.46 -1 1 lx(BM.Tee-Br)=5 9.29 150 20 0445 27.17 20 1.101 lx(BM.Tee-Run)=1 6 0.0675 4 15.29 1 0445 27.17 0.8 1 lx(BM.Tee-Run)=1 9.25 150 25.1 1006 17.92 20.8 1.101 1 0.0728 4 10.25 0.7 1006 17.92 -2.9 1 lx(BM.Tee-Br)=5 9.25 150 29.8 0782 8.67 17.9 1.101 5 0.0551 4 14.25 0.8 0782 8.67 -3.8 1 2x(BM.Tee-Run)=2 12.11 150 34.6 0785 8.67 14 1.101 lx(BM.Tee-Br)=5 7 0.0351 0 19.11 0.7 0785 8.67 3.3 1 2x(BM.Tee-Run)=2 9.5 150 35.3 0809 8.67 17.3 1.101 2 0.0518 0 11.5 0.6 0809 8.67 6 1 lx(BM.Tee-Run)=1 6.46 150 35.9 0829 8.67 23.3 1.101 1 0.0897 0 7.46 0.7 0829 8.67 -1.1 1 lx(BM.Tee-Run)=1 7.58 150 36.6 0984 8.67 22.2 1.101 1 0.0819 0 8.58 0.7 0984 8.67 -7.5 1 2x(BM.Tee-Run)=2 9.54 150 37.3 0968 8.67 14.6 1.101 2 0.038 0 11.54 0.4 0968 8.67 -3.4 1 6x(BM.Tee-Run)=6 34,77 150 37.7 0930 8.67 11.2 1.101 2x(BM.Tee-Br)=10 36 0.0232 0 4x(BM.90)=20 70.77 1.6 0930 39.3 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright CO 2002-2012 Tyco Fire Protection Products Page 28 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 3 204 27.79 4.9 20.2 1 lx(BM.Tee-Br)=5 9.33 150 17.1 0151 36.46 20.2 1.101 lx(BM.90)=5 10 0.0693 -3.8 19.33 1.3 0151 36.46 8.6 1 lx(BM.Tee-Run)=1 6.23 150 14.6 0152 36.46 28.9 1.101 1 0.1337 0 7.23 1 0152 36.46 -11.9 1 2x(BM.Tee-Run)=2 37.18 150 15.6 0022 36.46 16.9 1.101 lx(BM.Tee-Br)=5 7 0.0498 0 44.18 2.2 0022 36.46 -6.6 13x(BM,Tee-Run)=3 7.13 150 17.8 0028 36.46 10.3 1.101 3 0.0198 0 10.13 0.2 0028 18 Path No: 4 201 27.79 4.9 20.3 1 1x(BM.Tee-Br)=5 9.33 150 17.2 0142 36.46 20.3 1.101 lx(BM.90)=5 10 0.0698 -3.8 19.33 1.4 0142 36.46 8.5 1 lx(BM.Tee-Run)=1 4.13 150 14.8 0141 36.46 28.8 1.101 1 0.1332 0 5.13 0.7 0141 36.46 -12 1 2x(BM.Tee-Run)=2 38.27 150 15.5 0200 36.46 16.8 1.101 1x(BM.Tee-Br)=5 7 0.049 0 45.27 2.2 0200 36.46 -8.2 1 lx(BM.Tee-Run)=1 6.46 150 17,7 0199 36.46 8.5 1.101 1 0.014 0 7.46 0.1 0199 17.8 Path No: 5 0144 36.46 0 1 1x(BM.Tee-Run)=1 23.33 150 14.3 0149 36.46 0.2 1.101 4x(BM.90)=20 21 0.0000 0 44.33 0 0149 14.3 Path No: 6 0143 36.46 0 11x(BM.Tee-Run)=1 16.34 150 14.6 0142 36.46 8.5 1.101 1 0.0138 0 17.34 0.2 0142 14.8 Path No: 7 0031 36.46 0 1 10x(BM.Tee-Run)=10 90.41 150 18.8 0065 36.46 5.9 1.101 2x(BM.Tee-Br)=10 40 0.007 0 4x(BM.90)=20 130.41 0.9 0065 36.46 -0.6 1 lx(BM.Tee-Run)=1 7.01 150 19.7 0063 36.46 5.3 1.101 lx(BM.Tee-Br)=5 6 0.0058 0 13.01 0.1 0063 36.46 -2 1 7x(BM.Tee-Run)=7 79.65 150 19.8 0037 36.46 3.3 1.101 lx(BM.Tee-Br)=5 32 0.0024 0 4x(BM.90)=20 111.65 0.3 0037 20.1 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psilh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 0266 27.17 0 1 2x(BM.Tee-Run)=2 17.77 150 25 0260 27.17 1.6 1.101 lx(BM.Tee-Br)=5 7 0.0006 0 24.77 0.0 0260 27.17 -0.8 1 10x(BM.Tee-Run)=10 89.07 150 25 0294 27.17 0.9 1.101 2x(BM.Tee-Br)=10 40 0.0002 0 4x(BM.90)=20 129.07 0.0 0294 27.17 1.2 1 lx(BM.Tee-Run)=1 7.95 150 25 0316 27.17 2 1.101 1 0.001 0 8.95 0 0316 27.17 1 1 lx(BM.Tee-Br)=5 7.13 150 25 0342 27.17 3 1.101 5 0.002 0 12.13 0.0 0342 27.17 -0.1 1 2x(BM.Tee-Run)=2 20.47 150 25 0495 27.17 2.9 1.101 2 0.0019 0 22.47 0.0 0495 27.17 -0.9 1 lx(BM.Tee-Run)=1 13.08 150 25.1 0502 27.17 2 1.101 3x(BM.Tee-Br)=15 16 0.001 0 29.08 0.0 0502 27.17 0.4 1 2x(BM.Tee-Run)=2 9.54 150 25.1 0505 27.17 2.5 1.101 2 0.0014 0 11.54 0.0 0505 27.17 0.5 1 2x(BM.Tee-Br)=10 11.61 150 25.1 0511 27.17 3 1.101 10 0.002 0 21.61 0.0 0511 27.17 24.6 l lx(BM.Tee-Run)=1 9.25 150 25.2 0557 17.92 27.6 1.101 1 0.1229 4 10.25 1.3 0557 17.92 12 1 lx(BM.Tee-Br)=5 9.25 150 30.4 0953 8.67 39.6 1.101 5 0.2404 4 14.25 3.4 0953 8.67 3.4 1 lx(BM.Tee-Br)=5 5.67 150 37.9 0931 8.67 43 1.101 5 0.2801 0 10.67 3 0931 40.9 Path No: 9 0266 27.17 0 1 9x(BM.Tee-Run)=9 85.32 150 25 0294 27.17 1.2 1.101 5x(BM.90)=25 34 0.0003 0 119.32 0.0 0294 25 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 30 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 10 0596 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 29.6 0590 17.92 2.5 1.101 lx(BM.Tee-Br)=5 7 0.0015 0 24.77 0.0 0590 17.92 -1.1 1 10x(BM.Tee-Run)=10 89.07 150 29.7 0624 17.92 1.4 1.101 2x(BM.Tee-Br)=10 40 0.0005 0 4x(BM.90)=20 129.07 0.1 0624 17.92 1.8 1 lx(BM.Tee-Run)=1 7.95 150 29.7 0646 17.92 3.2 1.101 1 0.0023 0 8.95 0.0 0646 17.92 1.7 1 1x(BM.Tee-Br)=5 7.13 150 29.7 0573 17.92 4.9 1.101 5 0.005 0 12.13 0.1 0573 17.92 1 1 2x(BM.Tee-Run)=2 20.47 150 29.8 0571 17.92 5.9 1.101 2 0.007 0 22.47 0.2 0571 17.92 -1.1 1 lx(BM.Tee-Run)=1 13.08 150 30 0566 17.92 4.8 1.101 3x(BM.Tee-Br)=15 16 0.0047 0 29.08 0.1 0566 17.92 1.4 1 2x(BM.Tee-Run)=2 9.54 150 30.1 0563 17.92 6.1 1.101 2 0.0076 0 11.54 0.1 0563 17.92 1.5 1 2x(BM.Tee-Br)=10 11.61 150 30.2 0557 17.92 7.6 1.101 10 0.0113 0 21.61 0.2 0557 30.4 Path No: 11 0596 17.92 0 1 9x(BM.Tee-Run)=9 85.32 150 29.6 0624 17.92 1.8 1.101 5x(BM.90)=25 34 0.0008 0 119.32 0.1 0624 29.7 Path No: 12 0672 8.67 0 1 9x(BM.Tee-Run)=9 85.32 150 34 0869 8.67 5 1.101 5x(BM.90)=25 34 0.0053 0 119.32 0.6 0869 34.6 Path No: 13 0677 8.67 0 1 1x(BM.Tee-Run)=1 7.95 150 34.2 0680 8.67 3.1 1.101 1x(BM.Tee-Br)=5 6 0.0022 0 13.95 0.0 0680 8.67 1.1 1 13x(BM.Tee-Run)=13 93.03 150 34.3 0843 8.67 4.2 1.101 lx(BM.Tee-Br)=5 38 0.0038 0 4x(BM.90)=20 131.03 0.5 0843 34.8 Path No: 14 0150 36.46 0 11x(BM.Tee-Run)=1 19.67 150 14.4 0151 36.46 8.6 1.101 1 0.0143 0 20.67 0.3 0151 14.6 File:C:\DWGU-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 15 0226 36.46 0 1 llx(BM.Tee-Run)=11 132.21 150 20 0242 36.46 1 1.101 lx(BM.Tee-Br)=5 36 0.0003 0 4x(BM.90)=20 168.21 0.0 0242 36.46 17.7 1 lx(BM.Tee-Br)=5 9.29 150 20.1 0246 27.17 18.8 1.101 5 0.0602 4 14.29 0.9 0246 27.17 -2.8 1 lx(BM.Tee-Br)=5 9.25 150 25 1152 17.92 16 1.101 5 0.0447 4 14.25 0.6 1152 17.92 -4.8 1 lx(BM.Tee-Br)=5 9.25 150 29.6 0691 8.67 11.2 1.101 5 0.0231 4 14.25 0.3 0691 8.67 -4.3 1 2x(BM.Tee-Run)=2 16.7 150 33.9 0687 8.67 6.9 1.101 lx(BM.Tee-Br)=5 7 0.0094 0 23.7 0.2 0687 8.67 -1.3 1 2x(BM.Tee-Run)=2 9.5 150 34.2 0684 8.67 5.6 1.101 2 0.0065 0 11.5 0.1 0684 8.67 -1.2 1 2x(BM.Tee-Run)=2 6.46 150 34.2 0682 8.67 4.4 1.101 2 0.0041 0 8.46 0.0 0682 8.67 -1.1 1 3x(BM.Tee-Run)=3 37.18 150 34.3 0739 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0739 8.67 6.8 1 2x(BM.Tee-Run)=2 25.9 150 34.4 0746 8.67 10.1 1.101 2 0.0191 0 27.9 0.5 0746 8.67 -4.7 1 2x(BM.Tee-Br)=10 6.46 150 34.9 0747 8.67 5.4 1.101 10 0.006 0 16.46 0.1 0747 8.67 0.6 1 11x(BM.Tee-Run)=11 86.75 150 35 0809 8.67 6 1.101 lx(BM.Tee-Br)=5 36 0.0072 0 4x(BM.90)=20 122.75 0.9 0809 35.9 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 16 0445 27.17 0 1 2x(BM.Tee-Run)=2 12.11 150 25.1 0448 27.17 0.0 1.101 lx(BM.Tee-Br)=5 7 0 0 19.11 0 0448 27.17 0.8 1 2x(BM.Tee-Run)=2 9.5 150 25.1 0471 27.17 0.8 1.101 2 0.0002 0 11.5 0 0471 27.17 1 1 lx(BM.Tee-Run)=1 6.46 150 25.1 0492 27.17 1.8 1.101 1 0.0008 0 7.46 0 0492 27.17 0.9 1 lx(BM.Tee-Run)=1 7.58 150 25.1 0542 27.17 2.7 1.101 1 0.0017 0 8.58 0.0 0542 27.17 -0.4 1 2x(BM.Tee-Run)=2 9.54 150 25.1 0526 27.17 2.3 1.101 2 0.0012 0 11.54 0.0 0526 27.17 -0.5 1 3x(BM.Tee-Run)=3 35.03 150 25.1 0511 27.17 1.7 1.101 2x(BM.Tee-Br)=10 33 0.0007 0 4x(BM.90)=20 68.03 0.0 0511 25.2 Path No: 17 1006 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 29.8 1100 17.92 3.2 1.101 lx(BM.Tee-Br)=5 7 0.0022 0 19.11 0.0 1100 17.92 1.2 1 2x(BM.Tee-Run)=2 9.5 150 29.9 1047 17.92 4.4 1.101 2 0.0041 0 11.5 0.0 1047 17.92 1,8 1 lx(BM.Tee-Run)=1 6.46 150 29.9 1048 17.92 6.2 1.101 1 0.0076 0 7.46 0.1 1048 17.92 1.1 1 1x(BM.Tee-Run)=1 7.58 150 30 1053 17.92 7.3 1.101 1 0.0104 0 8.58 0.1 1053 17.92 -1.4 1 2x(BM.Tee-Run)=2 9.54 150 30.1 1066 17.92 5.9 1.101 2 0.0071 0 11.54 0.1 1066 17.92 -1.5 13x(BM.Tee-Run)=3 35.03 150 30.2 0557 17.92 4.4 1.101 2x(BM.Tee-Br)=10 33 0.0042 0 4x(BM.90)=20 68.03 0.3 0557 30.4 Path No: 18 0782 8.67 0 1 9x(BM.Tee-Run)=9 84.49 150 34.6 0753 8.67 3.8 1.101 5x(BM.90)=25 34 0.0032 0 118.49 0.4 0753 8.67 -0.6 1 9x(BM.Tee-Run)=9 84.73 150 35 0785 8.67 3.3 1.101 2x(BM.Tee-Br)=10 39 0.0024 0 4x(BM.90)=20 123.73 0.3 0785 35.3 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psis) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 19 0829 8.67 0 12x(BM.Tee-Run)=2 38.27 150 36.6 0832 8.67 1.1 1.101 2x(BM.Tee-Br)=10 12 0.0003 0 50.27 0.0 0832 36.6 Path No: 20 0984 8.67 0 1 5x(BM.Tee-Run)=5 34.77 150 37.3 0927 8.67 7.5 1.101 2x(BM.Tee-Br)=10 35 0.0111 0 4x(BM.90)=20 69.77 0.8 0927 38 Path No: 21 0968 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 37.7 0953 8.67 3.4 1.101 4x(BM.90)=20 29 0.0026 0 lx(BM.Tee-Br)=5 64.03 0.2 0953 37.9 Path No: 22 0152 36.46 0 1 7x(BM.Tee-Run)=7 45.64 150 15.6 0020 36.46 11.9 1.101 3x(BM.Tee-Br)=15 42 0.026 0 4x(BM.90)=20 87.64 2.3 0020 36.46 6.6 1 2x(BM.Tee-Run)=2 9.5 150 17,9 0017 36.46 18.6 1,101 2 0.059 0 11.5 0.7 0017 36.46 -0.8 1 1x(BM.Tee-Run)=1 16.7 150 18.6 0242 36.46 17.7 1.101 2x(BM.Tee-Br)=10 11 0.0542 0 27.7 1.5 0242 20.1 Path No: 23 0022 36.46 0 1 2x(BM.Tee-Run)=2 6.46 150 17.8 0020 36.46 6.6 1.101 2 0.0088 0 8.46 0.1 0020 17.9 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 24 0141 36.46 0 1 6x(BM.Tee-Run)=6 47.85 150 15.5 0128 36.46 12 1.101 3x(BM.Tee-Br)=15 41 0.0264 0 4x(BM.90)=20 88.85 2.3 0128 36.46 8.2 1 2x(BM.Tee-Run)=2 9.54 150 17.8 0112 36.46 20.3 1.101 2 0.0694 0 11.54 0.8 0112 36.46 -8.9 1 3x(BM.Tee-Run)=3 35.03 150 18.6 0097 36.46 11.3 1.101 2x(BM.Tee-Br)=10 33 0.0237 0 4x(BM.90)=20 68.03 1.6 0097 36.46 11.5 1 lx(BM.Tee-Run)=1 9.29 150 20.2 0511 27.17 22.9 1.101 1 0.0868 4 10.29 0.9 0511 25.2 Path No: 25 0200 36.46 0 1 2x(BM.Tee-Run)=2 7.58 150 17.7 0128 36.46 8.2 1.101 2 0.0131 0 9.58 0.1 0128 17.8 Path No: 26 0065 36.46 0 1 2x(BM.Tee-Run)=2 28.02 150 19.7 0090 36.46 0.6 1.101 lx(BM.Tee-Br)=5 12 0.0001 0 lx(BM.90)=5 40.02 0 0090 36.46 8.9 1 lx(BM.Tee-Run)=1 4.96 150 19.7 0091 36.46 9.5 1.101 1 0.0171 0 5.96 0.1 0091 36.46 2 1 lx(BM.Tee-Run)=1 6.65 150 19.8 0097 36.46 11.5 1.101 lx(BM.Tee-Br)=5 11 0.0244 0 lx(BM.90)=5 17.65 0.4 0097 20.2 Path No: 27 0063 36.46 0 1 lx(BM.Tee-Run)=1 25.97 150 19.8 0091 36.46 2 1.101 lx(BM.Tee-Br)=5 6 0.001 0 31.97 0.0 0091 19.8 Path No: 28 0260 27.17 0 1 lx(BM.Tee-Run)=1 7.95 150 25 0257 27.17 0.8 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 13.95 0 0257 27,17 0.2 1 14x(BM.Tee-Run)=14 89.07 150 25 0316 27.17 1 1.101 lx(BM.Tee-Br)=5 39 0.0003 0 4x(BM.90)=20 128.07 0.0 0316 25 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 29 0342 27.17 0 1 2x(BM.Tee-Run)=2 27.32 150 25 0349 27.17 0.1 1.101 lx(BM.Tee-Br)=5 27 0 0 4x(BM.90)=20 54.32 0 0349 27.17 2.6 1 lx(BM.Tee-Run)=1 6.46 150 25 0410 27.17 2.7 1.101 1 0.0016 0 7.46 0.0 0410 27.17 -1 1 3x(BM.Tee-Run)=3 9.5 150 25 0416 27.17 1.7 1.101 3 0.0007 0 12.5 0 0416 27.17 -0.8 1 9x(BM.Tee-Run)=9 84.49 150 25.1 0445 27.17 0.8 1.101 5x(BM.90)=25 34 0.0002 0 118.49 0.0 0445 25.1 Path No: 30 0495 27.17 0 1 2x(BM.Tee-Run)=2 38.27 150 25.1 0492 27.17 0.9 1.101 lx(BM.Tee-Br)=5 7 0.0002 0 45.27 0 0492 25.1 Path No: 31 0590 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 29.7 0587 17.92 1.1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.95 0 0587 17.92 0.6 1 14x(BM.Tee-Run)=14 87.07 150 29.7 0646 17.92 1.7 1.101 lx(BM.Tee-Br)=5 19 0.0007 0 106.07 0.1 0646 29.7 Path No: 32 0571 17.92 0 1 2x(BM.Tee-Run)=2 38.27 150 30 1048 17.92 1.1 1.101 lx(BM.Tee-Br)=5 7 0.0003 0 45.27 0.0 1048 30 Path No: 33 0246 27.17 0 1 2x(BM.Tee-Run)=2 16.7 150 25 0250 27.17 1.7 1.101 1x(BM.Tee-Br)=5 7 0.0007 0 23.7 0.0 0250 27.17 -0.3 1 2x(BM.Tee-Run)=2 9.5 150 25 0253 27.17 1.4 1.101 2 0.0005 0 11.5 0 0253 27.17 -0.3 1 2x(BM.Tee-Run)=2 6.46 150 25 0255 27.17 1.1 1.101 2 0.0003 0 8.46 0 0255 27.17 -0.2 1 3x(BM.Tee-Run)=3 37.18 150 25 0351 27.17 0.8 1.101 lx(BM.Tee-Br)=5 8 0.0002 0 45.18 0 0351 27.17 1.7 1 lx(BM.Tee-Run)=1 25.9 150 25 0349 27.17 2.6 1.101 lx(BM.Tee-Br)=5 6 0.0015 0 31.9 0.0 0349 25 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 34 0246 27.17 0 1 5x(BM.Tee-Run)=5 34.36 150 25 0371 27.17 1.1 1.101 lx(BM.Tee-Br)=5 30 0.0003 0 4x(BM.90)=20 64.36 0.0 0371 27.17 0.3 1 2x(BM.Tee-Run)=2 9.5 150 25 0357 27.17 1.4 1.101 2 0.0005 0 11.5 0 0357 27.17 0.3 1 1x(BM.Tee-Run)=1 6.46 150 25 0351 27.17 1.7 1.101 lx(BM.Tee-Br)=5 6 0.0007 0 12.46 0 0351 25 Path No: 35 1152 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 29.6 1156 17.92 2.9 1.101 lx(BM.Tee-Br)=5 7 0.002 0 23.7 0.0 1156 17.92 -0.5 1 2x(BM.Tee-Run)=2 9.5 150 29.6 1159 17.92 2.4 1.101 2 0.0014 0 11.5 0.0 1159 17.92 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 29.7 0585 17.92 1.9 1.101 2 0.0009 0 8.46 0 0585 17.92 -0.6 1 3x(BM.Tee-Run)=3 37.18 150 29.7 0582 17.92 1.4 1.101 lx(BM.Tee-Br)=5 8 0.0005 0 45.18 0.0 0582 17.92 2.9 1 2x(BM.Tee-Run)=2 25.9 150 29.7 0580 17.92 4.2 1.101 2 0.0038 0 27.9 0.1 0580 17.92 -1 1 lx(BM.Tee-Br)=5 6.46 150 29.8 1026 17.92 3.2 1.101 lx(BM.Tee-Run)=1 6 0.0023 0 12.46 0.0 1026 17.92 -1.5 1 12x(BM.Tee-Run)=12 86.75 150 29.8 1047 17.92 1.8 1.1012x(BM,Tee-Br)=10 42 0.0008 0 4x(BM.90)=20 128.75 0.1 1047 29.9 Path No: 36 1152 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 29.6 1177 17.92 1.8 1.101 lx(BM.Tee-Br)=5 30 0.0008 0 4x(BM.90)=20 64.36 0.1 1177 17.92 0.5 1 2x(BM.Tee-Run)=2 9.5 150 29.7 1173 17.92 2.4 1.101 2 0.0013 0 11.5 0.0 1173 17.92 0.5 1 lx(BM.Tee-Run)=1 6.46 150 29.7 0582 17.92 2.9 1.101 lx(BM.Tee-Br)=5 6 0.0018 0 12.46 0.0 0582 29.7 File:C:\DWG\'Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 37 0691 8.67 0 1 5x(B M.Tee-Run)=5 34.36 150 33.9 0708 8.67 4.3 1.101 1x(BM.Tee-Br)=5 30 0.0039 0 4x(BM.90)=20 64.36 0.3 0708 8.67 1.3 1 2x(B M.Tee-Run)=2 9.5 150 34.2 0725 8.67 5.6 1.101 2 0.0063 0 11.5 0.1 0725 8.67 1.2 1 lx(BM.Tee-Run)=1 6.46 150 34.3 0739 8.67 6.8 1.101 lx(BM.Tee-Br)=5 6 0.0092 0 12.46 0.1 0739 34.4 Path No: 38 0687 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 34.2 0708 8.67 1.3 1.1012x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0708 34.2 Path No: 39 0684 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 34.2 0725 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0725 34.3 Path No: 40 0682 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 34.3 0680 8.67 1.1 1.1011x(BM.Tee-Br)=5 6 0.0003 0 13.13 0 0680 34.3 Path No: 41 0746 8.67 0 1 3x(BM.Tee-Run)=3 27.32 150 34.9 0834 8.67 4.7 1.101 4x(BM.90)=20 23 0.0046 0 50.32 0.2 0834 35.1 Path No: 42 0542 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 25.1 0502 27.17 0.4 1.101 2x(BM.Tee-Br)=10 35 0.0001 0 4x(BM.90)=20 69.77 0 0502 25.1 Path No: 43 0526 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 25.1 0505 27.17 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 70.77 0 0505 25.1 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 38 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi''/2) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 44 1053 17.92 0 1 5x(BM.Tee-Run)=5 34.77 150 30.1 0566 17.92 1.4 1.1012x(BM.Tee-Br)=10 35 0.0005 0 4x(BM.90)=20 69.77 0.0 0566 30.1 Path No: 45 1066 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 30.2 0563 17.92 1.5 1.101 2x(BM.Tee-Br)=10 36 0.0005 0 4x(BM.90)=20 70.77 0.0 0563 - 30.2 Path No: 46 0753 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 35 0747 8.67 0.6 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 16.5 0 0747 35 Path No: 47 0017 36.46 0 1 18x(BM.Tee-Run)=18 149.15 150 18.6 0211 36.46 0.8 1.1012x(BM.Tee-Br)=10 48 0.0002 0 4x(BM.90)=20 197.15 0.0 0211 18.6 Path No: 48 0112 36.46 0 1 6x(BM.Tee-Run)=6 34.77 150 18.6 0090 36.46 8.9 1.101 2x(BM.Tee-Br)=10 36 0.0152 0 4x(BM.90)=20 70.77 1.1 - 0090 19.7 Path No: 49 0410 27.17 0 1 12x(BM.Tee-Run)=12 86.75 150 25 0471 27.17 1 1.101 2x(BM.Tee-Br)=10 42 0.0003 0 4x(BM.90)=20 128.75 0.0 0471 25.1 Path No: 50 0416 27.17 0 1 9x(BM.Tee-Run)=9 84.73 150 25.1 0448 27.17 0.8 1.101 2x(BM.Tee-Br)=10 39 0.0002 0 4x(BM.90)=20 123.73 0.0 0448 25.1 Path No: 51 0250 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 25 0371 27.17 0.3 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0371 25 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi' ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 52 0253 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 25 0357 27.17 0.3 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 0357 25 Path No: 53 0255 27.17 0 1 lx(BM.Tee-Run)=1 7.13 150 25 0257 27.17 0.2 1.101 lx(BM.Tee-Br)=5 6 0.0000 0 13.13 0 0257 25 Path No: 54 1156 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 29.6 1177 17.92 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 1177 29.7 Path No: 55 1159 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 29.7 1173 17.92 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 1173 29.7 Path No: 56 0585 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 29.7 0587 17.92 0.6 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.13 0 0587 29.7 Path No: 57 0580 17.92 0 1 3x(BM.Tee-Run)=3 27.32 150 29.8 0573 17.92 1 1.101 4x(BM.90)=20 23 0.0002 0 50.32 0.0 0573 29.8 Path No: 58 1026 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 29.8 1020 17.92 1.5 1.101 3 0.0005 0 12.5 0 1020 17.92 -0.3 1 9x(BM.Tee-Run)=9 84.73 150 29.8 1100 17.92 1.2 1.101 2x(B M.Tee-Br)=10 39 0.0004 0 4x(BM.90)=20 123.73 0.0 1100 29.9 File:C:\DWG\UFirestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 40 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 59 1020 17.92 0 1 9x(BM.Tee-Run)=9 84.49 150 29.8 1006 17.92 0.3 1.1015x(BM.90)=25 34 0.0000 0 118.49 0 1006 29.8 Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.95 ft/s occurs in the following pipe(s): (TOR-0931) File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC l 04 psi©180.6 gpm(80.6 gpm+100 gpm add.out hose)k, 105 4., 100' - 95 90 85 80 75 (13 70 cic 65: 60, tr) co 55 - 50 CL 45 40 35 1_ - 30 25: 20 15 10; 0 r 0 00 0 <0 0 0 0 0 0 c, 0 0 c, c, 0 N 0, 0 0 Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 1821 (Ames3000SNI1, Size = 2) 18.8 17.8 16.8 15.8 14.8 13.8 12.8 a 11.8 ci 10.8. 9.8 <If 7.7,psi 80.6,gpm 8.8 it 7.8-7 to.w. 6 8 5.8 4.8 3.8 2.8 1.8 0.8 Flow,gpm File:C:\DWG\'-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright()2002-2012 Tyco Fire Protection Products Page 42 Job :THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1822 (Flow Switch, Size = 2) 3 psi @ 80.6 gpm4 4 2 8— 2 3- 1 8 (0 3 - 0 8- 0 3— *r, 0 Row,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1823 (Gate A2360, Size = 4) 1 546 1 046 1111111r41111 -- 0,546 0 psi @ 80.6 gpm$ 0046-— - Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 43 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:8/1/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 3 Remote Area Location 3RD FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 fr Area of Application(ft') 387 Coverage per Sprinkler(ft2) 200 At 'G I •�,4, / Number of Calculated Sprinklers 4 77506 PE In-Rack Demand(gpm) 0 10-11-2018 Special Heads v OREGON lN 10 Hose Streams(gpm) 100 vF�f'' �cP Y L . 0 Total Water Required (incl.Hose Streams) (gpm) 184.2 EXPIRATION DATE:12/31/18 Required Pressure at Source(psi) 71.6 Type of System Wet Volume-Entire System (gal) 255 gal Water Supply Information Date 5/4/18 Location S ITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 44 Job :THE FIELDS BUILDING 2 Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F(15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (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) 84.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 84.2 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 71.6 SRC -Flow(gpm) 84.2 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 45 0411111 Job :THE FIELDS BUILDING 2 1 i Hydraulic Analysis for : 3 ir it Supply Supply; Safety Pressure i' System Demand —a— Add. Out. Hose I, 150 140 130 = , rt 120 �� :, e ; , "_ "r' 1 it; lis al 11 .�, f , _ S2 tm - { i, ; ; -- r.....-. .....n_...... — .gip 99.515 100 -1 L F , ,` m Er3: e CL I 2 D1 10 1 I 0 ..iarn>nuaaaua■®a®a®®so-smil®iessoasoramtanoneueneamoa•niaaEmimosstanimaaarasiam) . 0 76(1000000010C20-030040050016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 46 Job :THE FIELDS BUILDING 2 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 84.2 71.6 D3 System Demand+Add.Out.Hose 184.2 71.6 Curve Intersections & Safety Margins Intersection SafetyMargin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 105.7 32.4 184.2 Supply;Safety Pressure 98.8 102.5 27.2 184.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor - Density Flow Pressure Density Flow Pressure (ft2) (gpm/Psi1/2) (gpm/ft2) (gpm) (Psi) (gpm/ft2) (gpm) (psi) 301 Overhead 200 4.9 0.1 20 16.7 0.118 23.5 23 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.103 20.6 17.7 Sprinkler 303 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psi' ) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 1 303 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.22 150 16.7 0454 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.22 1.4 0454 27.17 -3 1lx(BM.Tee-Run)=1 11.82 150 14.3 0452 27.17 17.1 1.101 1 0.0505 0 12.82 0.6 0452 27.17 20.6 1 3x(BM.Tee-Run)=3 23.01 150 15 0448 27.17 37.7 1.101 lx(BM.Tee-Br)=5 8 0.2193 0 31.01 6.8 0448 27.17 -18.4 1 2x(BM.Tee-Run)=2 9.5 150 21.8 0471 27.17 19.3 1.101 2 0.0634 0 11.5 0.7 0471 27.17 3.2 1 lx(BM.Tee-Run)=1 6.46 150 22.5 0492 27.17 22.5 1.101 1 0.084 0 7.46 0.6 0492 27.17 -7.2 1 lx(BM.Tee-Run)=1 7.58 150 23.1 0542 27.17 15.3 1.101 1 0.0413 0 8.58 0.4 0542 27.17 -4.2 1 2x(BM.Tee-Run)=2 9.54 150 23.5 0526 27.17 11.1 1.101 2 0.0228 0 11.54 0.3 0526 27.17 -3.4 13x(BM.Tee-Run)=3 35.03 150 23.7 0511 27.17 7.7 1.101 2x(BM.Tee-Br)=10 33 0.0116 0 4x(BM.90)=20 68.03 0.8 0511 27.17 19.5 1 lx(BM.Tee-Run)=1 9.25 150 24.5 0557 17.92 27.2 1.101 1 0.1196 4 10.25 1.2 0557 17.92 13.9 1 lx(BM.Tee-Br)=5 9.25 150 29.8 0953 8.67 41.1 1.101 5 0.2575 4 14.25 3.7 0953 8.67 3.7 1 lx(BM.Tee-Br)=5 5.67 150 37.4 0931 8.67 44.9 1.101 5 0.3026 0 10.67 3.2 0931 8.67 39.3 1.25 lx(coupling)=1.59 26.75 150 40.7 TOR 8.67 84.2 1.394 3x(BM.Tee-Run)=3 16.59 0.3077 0 2x(BM.90)=12 43.34 13.3 TOR 8.67 0 2 lx(coupling)=1.23 3.95 120 54 FS-O 5.42 84.2 2.157 lx(us.Tee-Br)=12.31 13.54 0.0555 1.4 17.49 1 FS-O 5.42 0 2 1 0 56.4 Flow Switch FS-I 5.33 84.2 0 0 3 0.0 1 3 FS-I 5.33 0 2lx(coupling)=1.23 1.23 120 59.4 BFP-0 3.21 84.2 2.157 1.23 0.0555 0.9 2.46 0.1 BFP-0 3.21 0 2 1.88 0 60.5 Ames3000SM BFP-I 1.33 84.2 0 0 4.1734 0.81 1.88 7.8 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 BFP-I 1.33 0 2 lx(coupling)=1 1.1 120 69.1 RC 1.17 84.2 2.067 1 0.0683 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 69.3 FF 1 84.2 4.26 1.32 0.002 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 69.4 0949 -3.75 84.2 4.3 18.33 0.0014 2.1 23.08 0.0 0949 -3.75 0 4 lx(coupling)=1.94 31.84 150 71.5 0950-0 -3.75 84.2 4.24 1.94 0.0014 0 33.78 0.0 0950-0 -3.75 0 4 0.75 0 71.5 Gate A2360 0950-I -3.75 84.2 0 0 0.007 0 0.75 0 0950-I -3.75 0 4 1.41 150 71.6 SRC -3.75 84.2 4.24 0 0.0014 0 1.41 0 SRC 71.6 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 2 304 18.5 4.9 20 1 1x(BM.Tee-Br)=5 10.26 150 16.7 0455 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 20.26 1.4 0455 27.17 3 1 3x(BM.Tee-Run)=3 49.09 150 14.3 0416 27.17 23 1.101 lx(BM.Tee-Br)=5 28 0.0877 0 4x(BM.90)=20 77.09 6.8 0416 27.17 0.3 1 3x(BM.Tee-Run)=3 9.5 150 21.1 0410 27.17 23.3 1.101 3 0.0901 0 12.5 1.1 0410 27.17 -3.2 1 lx(BM.Tee-Br)=5 6.46 150 22.2 0349 27.17 20.2 1.101 5 0.0688 0 11.46 0.8 0349 27.17 -7.7 1 2x(BM.Tee-Run)=2 25.9 150 23 0351 27.17 12.5 1.101 2 0.0284 0 27.9 0.8 0351 27.17 -4.8 1 2x(BM.Tee-Run)=2 6.46 150 23.8 0357 27.17 7.7 1.101 1x(BM.Tee-Br)=5 7 0.0116 0 13.46 0.2 0357 27.17 -2 1 2x(BM.Tee-Run)=2 9.5 150 23.9 0371 27.17 5.8 1.101 2 0.0068 0 11.5 0.1 0371 27.17 -1.5 1 4x(BM.Tee-Run)=4 34.36 150 24 0246 27.17 4.2 1.101 2x(BM.Tee-Br)=10 34 0.0038 0 4x(BM.90)=20 68.36 0.3 0246 27.17 11 1 1x(BM.Tee-Br)=5 9.25 150 24.3 1152 17.92 15.2 1.101 5 0.0406 4 14.25 0.6 1152 17.92 -3.8 1 lx(BM.Tee-Br)=5 9.25 150 28.9 0691 8.67 11.4 1.101 5 0.0238 4 14.25 0.3 0691 8.67 -4.4 1 2x(BM.Tee-Run)=2 16.7 150 33.2 0687 8.67 7 1.101 lx(BM.Tee-Br)=5 7 0.0097 0 23.7 0.2 0687 8.67 -1.3 1 2x(BM.Tee-Run)=2 9.5 150 33.4 0684 8.67 5.7 1.101 2 0.0067 0 11.5 0.1 0684 8.67 -1.2 1 2x(BM.Tee-Run)=2 6.46 150 33.5 0682 8.67 4.5 1.101 2 0.0043 0 8.46 0.0 0682 8.67 -1.3 1 3x(BM.Tee-Run)=3 37.18 150 33.6 0739 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0739 8.67 6.8 1 2x(BM.Tee-Run)=2 25.9 150 33.7 0746 8.67 10.1 1.101 2 0.0192 0 27.9 0.5 0746 8.67 -5 1 3x(BM.Tee-Run)=3 27.32 150 34.2 0834 8.67 5.1 1.101 4x(BM.90)=20 23 0.0054 0 50.32 0.3 0834 8.67 13.3 1 lx(BM.Tee-Run)=1 20.47 150 34.5 0832 8.67 18.4 1.101 lx(BM.Tee-Br)=5 6 0.0581 0 26.47 1.5 0832 8.67 1.3 1 1x(BM.Tee-Run)=1 13.08 150 36 0927 8.67 19.7 1.101 2x(BM.Tee-Br)=10 11 0.0662 0 24.08 1.6 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 0927 8.67 7.9 1 2x(BM.Tee-Run)=2 9.54 150 37.6 0930 8.67 27.6 1.101 2 0.1233 0 11.54 1.4 0930 8.67 11.7 1 1x(BM.Tee-Run)=1 5.94 150 39 0931 8.67 39.3 1.101 1 0.2372 0 6.94 1.6 0931 40.7 Path No: 3 302 18.5 4.9 20.6 1 lx(BM.Tee-Br)=5 8.67 150 17.7 0452 27.17 20.6 1.101 5 0.0718 -3.8 13.67 1 0452 15 Path No: 4 301 18.5 4.9 23.5 1 lx(BM,Tee-Br)=5 9.68 150 23 0439 27.17 23.5 1.101 lx(BM.90)=5 10 0.0915 -3.8 19.68 1.8 0439 27.17 -0.3 1 lx(BM.Tee-Run)=1 16.83 150 21.1 0445 27.17 23.2 1.101 lx(BM.Tee-Br)=5 6 0.089 0 22.83 2 0445 27.17 4.2 1 lx(BM,Tee-Br)=5 9.25 150 23,1 1006 17.92 27.4 1.101 5 0.1213 4 14.25 1.7 1006 17.92 -7.7 11x(BM,Tee-Br)=5 9.25 150 28.8 0782 8.67 19.7 1.101 5 0.0656 4 14.25 0.9 0782 8.67 -4.4 12x(BM.Tee-Run)=2 12.11 150 33.8 0785 8.67 15.2 1.101 1x(BM.Tee-Br)=5 7 0.0409 0 . 19.11 0.8 0785 8.67 3.2 1 2x(BM.Tee-Run)=2 9.5 150 34.6 0809 8.67 18.5 1.101 2 0.0584 0 11.5 0.7 0809 8.67 6.2 1 1x(B M.Tee-Run)=1 6.46 150 35.2 0829 8.67 24.7 1.101 1 0.1 0 7.46 0.7 0829 8.67 -1.3 1 lx(BM.Tee-Run)=1 7.58 150 36 0984 8.67 23.3 1.101 1 0.0902 0 8.58 0.8 0984 8.67 -7.9 12x(BM.Tee-Run)=2 9.54 150 36.8 0968 8.67 15.5 1.101 2 0.042 0 11.54 0.5 0968 8.67 -3.7 16x(BM.Tee-Run)=6 34.77 150 37.2 0930 8.67 11.7 1.101 2x(BM.Tee-Br)=10 36 0.0251 0 4x(BM.90)=20 70.77 1.8 0930 39 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 0454 27.17 0 1 lx(BM.Tee-Run)=1 0.81 150 14.3 0455 27.17 3 1.101 1 0.002 0 1.81 0 0455 14.3 Path No: 6 0448 27.17 0 1 lx(BM.Tee-Run)=1 12.11 150 21.8 0445 27.17 18.4 1.101 2x(BM.Tee-Br)=10 11 0.0582 0 23.11 1.3 0445 27.17 -4.2 1 1x(BM.Tee-Br)=5 9.29 150 23.1 0226 36.46 14.2 1.101 5 0.0359 -4 14.29 0.5 0226 36.46 -4.1 12x(BM.Tee-Run)=2 12.11 150 19.6 0211 36.46 10.1 1.101 lx(BM.Tee-Br)=5 7 0.0191 0 19.11 0.4 0211 36.46 -2.3 1 2x(BM.Tee-Run)=2 9.5 150 20 0199 36.46 7.8 1.101 2 0.0119 0 11.5 0.1 0199 36.46 -1.6 1 lx(BM.Tee-Run)=1 6.46 150 20.1 0200 36.46 6.2 1.101 1 0.0077 0 7.46 0.1 0200 36.46 -1.6 12x(BM.Tee-Run)=2 7.58 150 20.2 0128 36.46 4.5 1.101 2 0.0043 0 9.58 0.0 0128 36.46 0.7 1 2x(BM.Tee-Run)=2 9.54 150 20.2 0112 36.46 5.2 1.101 2 0.0056 0 11.54 0.1 0112 36.46 -2.1 1 3x(BM.Tee-Run)=3 35.03 150 20.3 0097 36.46 3.1 1.101 2x(BM.Tee-Br)=10 33 0.0021 0 4x(BM.90)=20 68.03 0.1 0097 36.46 3.9 1 lx(BM.Tee-Run)=1 9.29 150 20.4 0511 27.17 6.9 1.101 1 0.0096 4 10.29 0.1 0511 24.5 Path No: 7 0492 27.17 0 1 3x(BM.Tee-Run)=3 38.27 150 23.1 0495 27.17 7.2 1.101 1x(BM.Tee-Br)=5 8 0.0101 0 46.27 0.5 0495 27.17 -2.2 1 lx(BM.Tee-Run)=1 13.08 150 23.6 0502 27,17 4.9 1.101 3x(BM.Tee-Br)=15 16 0.0051 0 29.08 0.1 0502 27.17 4.2 1 2x(BM.Tee-Run)=2 9.54 150 23.7 0505 27.17 9.1 1.101 2 0.0158 0 11.54 0.2 0505 27.17 3.4 1 2x(BM.Tee-Br)=10 11.61 150 23.9 0511 27.17 12.5 1.101 10 0.0284 0 21.61 0.6 0511 24.5 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gprn/psiY) (gprn) (in) (ft) (ft) (psi) (psi) Path No: 8 0542 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 23.5 0502 27.17 4.2 1.101 2x(BM.Tee-Br)=10 35 0.0037 0 4x(BM.90)=20 69.77 0.3 0502 23.7 Path No: 9 0526 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 23.7 0505 27.17 3.4 1.101 2x(BM.Tee-Br)=10 36 0.0025 0 4x(BM.90)=20 70.77 0.2 0505 23.9 Path No: 10 0410 27.17 0 1 12x(BM.Tee-Run)=12 86.75 150 22.2 0471 27.17 3.2 1.101 2x(BM.Tee-Br)=10 42 0.0022 0 4x(BM.90)=20 128.75 0.3 0471 22.5 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 53 Job:THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/Psi'h) (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 11 0349 27.17 0 1 2x(BM.Tee-Run)=2 27.32 150 23 0342 27.17 7.7 1.101 lx(BM.Tee-Br)=5 27 0.0115 0 4x(BM.90)=20 54.32 0.6 0342 27.17 2.2 1 lx(BM.Tee-Run)=1 7.13 150 23.6 0316 27.17 9.9 1.101 1 0.0184 0 8.13 0.1 0316 27.17 -2.8 1 lx(BM.Tee-Run)=1 7.95 150 23.8 0294 27.17 7.1 1.101 1 0.0099 0 8.95 0.1 0294 27.17 -2.6 1 8x(BM.Tee-Run)=8 85.32 150 23.9 0266 27.17 4.5 1.101 lx(BM.Tee-Br)=5 38 0.0042 0 5x(BM.90)=25 123.32 0.5 0266 27.17 10 1 1x(BM.Tee-Br)=5 9.25 150 24.4 0596 17.92 14.5 1.101 5 0.0372 4 14.25 0.5 0596 17.92 -2.4 1 lx(BM.Tee-Br)=5 9.25 150 28.9 0672 8.67 12.1 1.101 5 0.0265 4 14.25 0.4 0672 8.67 -5.1 1 2x(BM.Tee-Run)=2 17.77 150 33.3 0677 8.67 6.9 1.101 lx(BM.Tee-Br)=5 7 0.0095 0 24.77 0.2 0677 8.67 -3.1 1 10x(BM.Tee-Run)=10 89.07 150 33.5 0869 8.67 3.9 1.101 2x(BM.Tee-Br)=10 40 0.0032 0 4x(BM.90)=20 129.07 0.4 0869 8.67 5.1 1 lx(BM.Tee-Run)=1 7.95 150 33.9 0843 8.67 9 1.101 1 0.0154 0 8.95 0.1 0843 8.67 4.3 1 lx(BM.Tee-Br)=5 7.13 150 34.1 0834 8.67 13.3 1.101 5 0.0319 0 12.13 0.4 0834 34.5 Path No: 12 0351 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 23.8 0255 27.17 4.8 1.101 lx(BM.Tee-Br)=5 7 0.0048 0 44.18 0.2 0255 27.17 -2.1 1 2x(BM.Tee-Run)=2 6.46 150 24 0253 27.17 2.7 1.101 2 0.0017 0 8.46 0.0 0253 27.17 2 1 2x(BM.Tee-Run)=2 9.5 150 24 0250 27.17 4.7 1.101 2 0.0046 0 11.5 0.1 0250 27.17 1.5 1 lx(BM.Tee-Run)=1 16.7 150 24.1 0246 27.17 6.2 1.101 2x(BM.Tee-Br)=10 11 0.0078 0 27.7 0.2 0246 24.3 File:C3DWG\'-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 54 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 13 0357 27.17 0 16x(BM,Tee-Run)=6 39.18 150 23.9 0253 27.17 2 1.101 2x(BM.Tee-Br)=10 36 0.0009 0 4x(BM.90)=20 75.18 0.1 0253 24 Path No: 14 0371 27.17 0 1 6x(BM.Tee-Run)=6 39.18 150 24 0250 27.17 1.5 1.101 2x(BM.Tee-Br)=10 36 0.0006 0 4x(BM.90)=20 75.18 0.0 0250 24.1 Path No: 15 1152 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 28.9 1156 17.92 2.4 1.101 lx(BM.Tee-Br)=5 7 0.0013 0 23.7 0.0 1156 17.92 -0.3 1 2x(BM.Tee-Run)=2 9.5 150 28.9 1159 17.92 2 1.101 2 0.001 0 11.5 0.0 1159 17.92 -0.2 1 2x(BM.Tee-Run)=2 6.46 150 28.9 0585 17.92 1.9 1.101 2 0.0008 0 8.46 0 0585 17.92 -0.6 1 lx(BM.Tee-Run)=1 7.13 150 28.9 0587 17.92 1.2 1.101 lx(BM.Tee-Br)=5 6 0.0004 0 13.13 0 0587 17.92 0.1 1 14x(BM.Tee-Run)=14 87.07 150 28.9 0646 17.92 1.4 1.101 lx(BM.Tee-Br)=5 19 0.0005 0 106.07 0.0 0646 17.92 2.3 1 lx(BM.Tee-Br)=5 7.13 150 29 0573 17.92 3.7 1.101 5 0.0029 0 12.13 0.0 0573 17.92 1.9 1 lx(BM.Tee-Run)=1 20.47 150 29 0571 17.92 5.6 1.101 lx(BM.Tee-Br)=5 6 0.0063 0 26.47 0.2 0571 17.92 0.1 1 lx(BM.Tee-Run)=1 13.08 150 29.2 0566 17.92 5.6 1.101 2x(BM.Tee-Br)=10 11 0.0064 0 24.08 0.2 0566 17.92 1.5 1 2x(BM.Tee-Run)=2 9.54 150 29.3 0563 17.92 7.1 1.101 2 0.01 0 11.54 0.1 0563 17.92 1.7 1 2x(BM.Tee-Br)=10 11.61 150 29.4 0557 17.92 8.8 1.101 10 0.0149 0 21.61 0.3 0557 29.8 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 55 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 16 1152 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 28.9 1177 17.92 1.4 1.101 lx(BM.Tee-Br)=5 30 0.0005 0 4x(BM.90)=20 64.36 0.0 1177 17.92 0.3 1 2x(BM.Tee-Run)=2 9.5 150 28.9 1173 17.92 1.8 1.101 2 0.0008 0 11.5 0 1173 17.92 0.2 1 lx(BM.Tee-Run)=1 6.46 150 28.9 0582 17.92 1.9 1.101 lx(BM.Tee-Br)=5 6 0.0009 0 12.46 0.0 0582 17.92 0.6 1 2x(BM.Tee-Run)=2 25.9 150 28.9 0580 17.92 2.5 1.101 2 0.0015 0 27.9 0.0 0580 17.92 -0.6 1 3x(BM.Tee-Run)=3 27.32 150 29 0573 17.92 1.9 1.101 4x(BM.90)=20 23 0.0009 0 50.32 0.0 0573 29 Path No: 17 0691 8.67 0 1 5x(BM.Tee-Run)=5 34.36 150 33.2 0708 8.67 4.4 1.101 lx(BM.Tee-Br)=5 30 0.0041 0 4x(BM.90)=20 64.36 0.3 0708 8.67 1.3 1 2x(BM.Tee-Run)=2 9.5 150 33.5 0725 8.67 5.6 1.101 2 0.0065 0 11.5 0.1 0725 8.67 1.2 1 lx(BM.Tee-Run)=1 6.46 150 33.5 0739 8.67 6.8 1.101 lx(BM.Tee-Br)=5 6 0.0093 0 12.46 0.1 0739 33.7 Path No: 18 0687 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 33.4 0708 8.67 1.3 1.1012x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0708 33.5 Path No: 19 0684 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 33.5 0725 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0725 33.5 Path No: 20 0682 8.67 0 11x(BM.Tee-Run)=1 7.13 150 33.6 0680 8.67 1.3 1.101 lx(BM.Tee-Br)=5 6 0.0004 0 13.13 0 0680 8.67 3.1 1 13x(BM.Tee-Run)=13 93.03 150 33.6 0843 8.67 4.3 1.101 lx(BM.Tee-Br)=5 38 0.004 0 4x(BM.90)=20 131.03 0.5 0843 34.1 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Are Protection Products Page 56 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 21 0746 8.67 0 1 2x(BM.Tee-Br)=10 6.46 150 34.2 0747 8.67 5 1.101 10 0.0052 0 16.46 0.1 0747 8.67 1.2 1 11x(BM.Tee-Run)=11 86.75 150 34.3 0809 8.67 6.2 1.101 1x(BM.Tee-Br)=5 36 0.0078 0 4x(BM.90)=20 122.75 1 0809 35.2 Path No: 22 0439 27.17 0 1 7x(BM.Tee-Run)=7 67.66 150 21.1 0416 27.17 0.3 1.101 5x(BM.90)=25 32 0.0000 0 99.66 0 0416 21.1 Path No: 23 1006 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 28.8 1100 17.92 5.8 1.101 lx(BM.Tee-Br)=5 7 0.0067 0 19.11 0.1 1100 17.92 0.7 1 2x(BM.Tee-Run)=2 9.5 150 29 1047 17.92 6.5 1.101 2 0.0084 0 11.5 0.1 1047 17.92 1.9 1 lx(B M.Tee-Run)=1 6.46 150 29.1 1048 17.92 8.4 1.101 1 0.0135 0 7.46 0.1 1048 17.92 -0.1 1 lx(BM.Tee-Run)=1 7.58 150 29.2 1053 17.92 8.3 1.101 1 0.0134 0 8.58 0.1 1053 17.92 -1.5 1 2x(BM.Tee-Run)=2 9.54 150 29.3 1066 17.92 6.8 1.101 2 0.0092 0 11.54 0.1 1066 17.92 -1.7 1 3x(BM.Tee-Run)=3 35.03 150 29.4 0557 17.92 5.1 1.101 2x(BM.Tee-Br)=10 33 0.0054 0 4x(BM.90)=20 68.03 0.4 0557 29.8 Path No: 24 1006 17.92 0 1 9x(BM.Tee-Run)=9 84.49 150 28.8 1020 17.92 2 1.101 5x(BM.90)=25 34 0.0009 0 118.49 0.1 1020 17.92 -0.7 1 2x(BM.Tee-Run)=2 9.5 150 29 1026 17.92 1.3 1.101 1x(BM.Tee-Br)=5 7 0.0004 0 16.5 0 1026 17.92 0.6 1 12x(BM.Tee-Run)=12 86.75 150 29 1047 17.92 1.9 1.101 lx(BM.Tee-Br)=5 37 0.0009 0 4x(BM.90)=20 123.75 0.1 1047 29.1 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/312018 Copyright©2002-2012 Tyco Fire Protection Products Page 57 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 25 0782 8.67 0 1 9x(BM.Tee-Run)=9 84.49 150 33.8 0753 8.67 4.4 1.101 5x(BM.90)=25 34 0.0042 0 118.49 0.5 0753 8.67 -1.2 19x(BM.Tee-Run)=9 84.73 150 34.3 0785 8.67 3.2 1.101 2x(BM.Tee-Br)=10 39 0.0023 0 4x(BM.90)=20 123.73 0.3 0785 - 34.6 Path No: 26 0829 8.67 0 1 2x(BM.Tee-Run)=2 38.27 150 36 0832 8.67 1.3 1.101 2x(BM.Tee-Br)=10 12 0.0005 0 50.27 0.0 0832 36 Path No: 27 0984 8.67 0 1 5x(BM.Tee-Run)=5 34.77 150 36.8 0927 8.67 7.9 1.101 2x(BM.Tee-Br)=10 35 0.0121 0 4x(BM.90)=20 69.77 0.8 0927 37.6 Path No: 28 0968 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 37.2 0953 8.67 3.7 1.1014x(BM.90)=20 29 0.003 0 lx(BM.Tee-Br)=5 64.03 0.2 0953 37.4 Path No: 29 0226 36.46 0 1 llx(BM.Tee-Run)=11 132.21 150 19.6 0242 36.46 4.1 1.101 lx(BM.Tee-Br)=5 36 0.0036 0 4x(BM.90)=20 168.21 0.6 0242 36.46 0.6 1 lx(BM.Tee-Run)=1 9.29 150 20.2 0246 27.17 4.7 1.101 1 0.0047 4 10.29 0.0 0246 24.3 File:C:\DWG\--Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 58 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 30 0211 36.46 0 1 18x(BM.Tee-Run)=18 149.15 150 20 0017 36.46 2.3 1.101 2x(BM.Tee-Br)=10 48 0.0012 0 4x(BM.90)=20 197.15 0.2 0017 36.46 -0.6 1 2x(BM.Tee-Run)=2 9.5 150 20.2 0020 36.46 1.7 1.101 2 0.0007 0 11.5 0 0020 36.46 0.4 1 2x(BM.Tee-Run)=2 6.46 150 20.2 0022 36.46 2 1.101 2 0.001 0 8.46 0 0022 36.46 1 1 3x(BM.Tee-Run)=3 7.13 150 20.2 0028 36.46 3.1 1.101 3 0.0021 0 10.13 0.0 0028 36.46 1.1 1 2x(BM.Tee-Run)=2 7.95 150 20.2 0031 36.46 4.2 1.101 2 0.0038 0 9.95 0.0 0031 36.46 -1.3 1 lx(BM.Tee-Run)=1 17.77 150 20.3 0037 36.46 2.9 1.101 2x(BM.Tee-Br)=10 11 0.0019 0 28.77 0.1 0037 36.46 -0.4 1 lx(BM.Tee-Run)=1 9.29 150 20.3 0266 27.17 2.5 1.101 1 0.0015 4 10.29 0.0 0266 24.4 Path No: 31 0199 36.46 0 1 2x(BM.Tee-Br)=10 93.21 150 20.1 0150 36.46 1.6 1.101 12x(BM.Tee-Run)=12 47 0.0007 0 5x(BM.90)=25 140.21 0,1 0150 36.46 -0.2 1 2x(BM.Tee-Run)=2 25.9 150 20.2 0152 36.46 1.4 1.101 2 0.0005 0 27.9 0.0 0152 36.46 -0.4 1 2x(BM.Tee-Run)=2 37.18 150 20.2 0022 36.46 1 1.101 lx(BM.Tee-Br)=5 7 0.0003 0 44.18 0.0 0022 20.2 Path No: 32 0200 36.46 0 1 3x(BM.Tee-Run)=3 38.27 150 20.2 0141 36.46 1.6 1.101 lx(BM.Tee-Br)=5 8 0.0007 0 46.27 0.0 0141 36.46 -0.7 1 lx(B M.Tee-Run)=1 20.47 150 20.2 0143 36.46 0.9 1.101 lx(BM.Tee-Br)=5 6 0.0002 0 26.47 0 0143 36.46 0.2 1 14x(BM.Tee-Run)=14 96.2 150 20.2 0028 36.46 1.1 1.101 lx(BM.Tee-Br)=5 44 0.0003 0 5x(BM.90)=25 140.2 0.0 0028 20.2 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 59 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 33 0112 36.46 0 1 6x(B M.Tee-Run)=6 34.77 150 20.3 0090 36.46 2.1 1.101 2x(BM.Tee-Br)=10 36 0.0011 0 4x(BM.90)=20 70.77 0.1 0090 36.46 0.6 1 lx(BM.Tee-Run)=1 4.96 150 20.3 0091 36.46 2.7 1.101 1 0.0017 0 5.96 0.0 0091 36.46 1.1 1 lx(BM.Tee-Run)=1 6.65 150 20.3 0097 36.46 3.9 1.101 lx(BM.Tee-Br)=5 11 0.0032 0 lx(BM.90)=5 17.65 0.1 0097 20.4 Path No: 34 0495 27.17 0 1 lx(BM.Tee-Run)=1 20.47 150 23.6 0342 27.17 2.2 1.101 lx(BM.Tee-Br)=5 6 0.0012 0 26.47 0.0 0342 23.6 Path No: 35 0316 27.17 0 1 14x(BM.Tee-Run)=14 89.07 150 23.8 0257 27.17 2.8 1.101 2x(BM.Tee-Br)=10 44 0.0018 0 4x(BM.90)=20 133.07 0.2 0257 27.17 2.1 1 2x(BM.Tee-Run)=2 7.95 150 24 0260 27.17 4.9 1.101 2 0.005 0 9.95 0.0 0260 27.17 2.6 1 1x(B M':Tee-Run)=1 17.77 150 24.1 0266 27.17 7.5 1.101 2x(BM.Tee-Br)=10 11 0.011 0 28.77 0.3 0266 24.4 Path No: 36 0294 27.17 0 1 10x(BM.Tee-Run)=10 89.07 150 23.9 0260 27.17 2.6 1.101 2x(BM.Tee-Br)=10 40 0.0016 0 4x(BM.90)=20 129.07 0.2 0260 24.1 Path No: 37 0596 17.92 0 1 9x(BM.Tee-Run)=9 85.32 150 28.9 0624 17.92 1.2 1.101 5x(BM.90)=25 34 0.0004 0 119.32 0.0 0624 17.92 1.1 1 lx(BM.Tee-Run)=1 7.95 150 29 0646 17.92 2.3 1.101 1 0.0012 0 8.95 0.0 0646 29 Path No: 38 0596 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 28.9 0590 17.92 1.2 1.101 lx(BM.Tee-Br)=5 7 0.0004 0 24.77 0 0590 17.92 -0.1 1 10x(BM.Tee-Run)=10 89.07 150 28.9 0624 17.92 1.1 1.101 2x(BM.Tee-Br)=10 40 0.0003 0 4x(BM.90)=20 129.07 0.0 0624 29 He:C:\DWG\'-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 60 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gprn/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 39 0672 8.67 0 1 9x(BM.Tee-Run)=9 85.32 150 33.3 0869 8.67 5.1 1.101 5x(BM.90)=25 34 0.0054 0 119.32 0.6 0869 33.9 Path No: 40 0677 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 33.5 0680 8.67 3.1 1.101 lx(BM.Tee-Br)=5 6 0.0021 0 13.95 0.0 0680 33.6 Path No: 41 0255 27.17 0 1 2x(BM.Tee-Run)=2 7.13 150 24 0257 27.17 2.1 1.101 2 0.001 0 9.13 0 0257 24 Path No: 42 1156 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 28.9 1177 17.92 0.3 1.101 2x(BM.Tee-Br)=10 36 0.0000 0 4x(BM.90)=20 75.18 0 1177 28.9 Path No: 43 1159 17.92 0 1 6x(BM.Tee-Run)=6 39.18 150 28.9 1173 17.92 0.2 1.101 2x(BM.Tee-Br)=10 36 0 0 4x(BM.90)=20 75.18 0 1173 28.9 Path No: 44 0585 17.92 0 1 3x(BM.Tee-Run)=3 37.18 150 28.9 0582 17.92 0.6 1.101 lx(BM.Tee-Br)=5 8 0.0001 0 45.18 0 0582 28.9 Path No: 45 0580 17.92 0 1 2x(BM.Tee-Br)=10 6.46 150 29 1026 17.92 0.6 1.101 10 0.0001 0 16.46 0 1026 29 Path No: 46 1048 17.92 0 1 2x(BM.Tee-Run)=2 38.27 150 29.2 0571 17.92 0.1 1.101 2x(BM.Tee-Br)=10 12 0 0 50.27 0 0571 29.2 File:C:\DWG\UFirestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 02002-2012 Tyco Fire Protection Products Page 61 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (g pm) (in) (ft) (ft) (psi) (psi) Path No: 47 1053 17.92 0 1 5x(BM.Tee-Run)=5 34.77 150 29.3 0566 17.92 1.5 1.101 2x(BM.Tee-Br)=10 35 0.0006 0 4x(BM.90)=20 69.77 0.0 0566 29.3 Path No: 48 1066 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 29.4 0563 17.92 1.7 1.101 2x(BM.Tee-Br)=10 36 0.0007 0 4x(BM.90)=20 70.77 0.0 0563 29.4 Path No: 49 1020 17.92 0 1 9x(BM.Tee-Run)=9 84.73 150 29 1100 17.92 0.7 1.101 2x(BM.Tee-Br)=10 39 0.0001 0 4x(BM.90)=20 123.73 0.0 1100 29 Path No: 50 0753 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 34.3 0747 8.67 1.2 1.101 lx(BM.Tee-Br)=5 7 0.0004 0 16.5 0 0747 34.3 Path No: 51 0017 36.46 0 1 lx(BM.Tee-Run)=1 16.7 150 20.2 0242 36.46 0.6 1.101 2x(BM.Tee-Br)=10 11 0.0001 0 27.7 0 0242 20.2 Path No: 52 0031 36.46 0 1 llx(BM.Tee-Run)=11 90.41 150 20.3 0065 36.46 1.3 1.101 4x(BM.90)=20 36 0.0005 0 1x(BM.Tee-Br)=5 126.41 0.1 0065 36.46 -0.6 1 lx(BM.Tee-Run)=1 7.01 150 20.3 0063 36.46 0.8 1.101 2x(BM.Tee-Br)=10 11 0.0002 0 18.01 0 0063 36.46 0.4 1 lx(BM.Tee-Run)=1 25.97 150 20.3 0091 36.46 1.1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 31.97 0.0 0091 20.3 Path No: 53 0037 36.46 0 1 7x(BM.Tee-Run)=7 79.65 150 20.3 0063 36.46 0.4 1.101 lx(BM.Tee-Br)=5 32 0.0000 0 4x(BM.90)=20 111.65 0 0063 20.3 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 62 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gprn/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 54 0150 36.46 0 1 2x(BM.Tee-Run)=2 27.32 150 20.2 0143 36.46 0.2 1.101 lx(BM.Tee-Br)=5 27 0.0000 0 4x(BM.90)=20 54.32 0 - 0143 20.2 Path No: 55 0152 36.46 0 1 7x(BM.Tee-Run)=7 45.64 150 20.2 0020 36.46 0.4 1.101 3x(BM.Tee-Br)=15 42 0.0000 0 4x(BM.90)=20 87.64 0 0020 - 20.2 Path No: 56 0141 36.46 0 1 6x(BM.Tee-Run)=6 47.85 150 20.2 0128 36.46 0.7 1.101 3x(BM.Tee-Br)=15 41 0.0001 0 4x(BM.90)=20 88.85 0.0 0128 20.2 Path No: 57 0590 17.92 0 1 lx(BM.Tee-Run)=1 7.95 150 28.9 0587 17.92 0.1 1.101 lx(BM.Tee-Br)=5 6 0 0 13.95 0 0587 28.9 Path No: 58 0065 36.46 0 1 3x(BM.Tee-Run)=3 28.02 150 20.3 0090 36.46 0.6 1.101 lx(BM.90)=5 8 0.0001 0 36.02 0 0090 20.3 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.7 ft/s occurs in the following pipe(s): (TOR-0931) File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 63 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC MI I I ... 04 psi @ 184.2 gpm(84.2 gprn+1 00 gpm add,out,hose)k, wilimm7"7"--"4",2=1IIIIImIlmilk 1053... 0. ....... 10c : 95 90 85 80 75 0 70- a. 6- 65 .... :. = 60_ (0 : CL(.0 0 1,- 50 , E 25 20 15 10 ] Olt.,,,,,T ', 1-••,,c-•-,,rt c. cc ca cc c cc ca 0 0 0 ,0 C0 0 0 1:01 0 C0 0 0 0 ,0 10, 10 ,0 N 00 0, 0 1." C0 CI ..-. " 01 Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 1821 (Ames3000SIV11, Size = 2) 18.8 17.8- 16.8 15.8_ 14.8 13.8- 12.8 ... .'"(.1; 11.8 th" 10.8 98 (0 7.8 psi @84.2 spm V) 8.8 - - - El: 78 5 8- 4 8, ,\..........,.........000.,770' — - , 3.8... 2.8 3 1 8 2 0.8 , r-I Flow,gpm File:C:\DWG\-Fit-estop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 64 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1822 (Flow Switch, Size = 2) I i 3 psi @_8,4.2 gpm 1 l 2.8 2.3 a y r.8- L z co) co a Ct3 0.8 0.3 j n o .fl r Fj 0 o Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 1823 (Gate A2360, Size = 4) i 1.546. _... N Ct. 11co- L- = mill L- 1.046 fA co a) L a 0.546 11116111111 O psi @ 84.2 gpm/ 0 046II 0 a 00 0 0 O o 9 0 N Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 65 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 2 Contract No. :2018-TF-002 City: TIGARD, OR 97223 Project Location: 7730 SW HUNZIKER RD Date:8/1/2018 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 4 Remote Area Location 3RD FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 468 OF — Coverage per Sprinkler(ft2) 200 l�� •••o C Number of Calculated �i � ' uated Sprinklers 4 77506 PE In-Rack Demand(gpm) 0 10-11-2018 Special Heads U OREGON Hose Streams(gpm) 100 vF1P/i' ]0 F,Q� y L . O � Total Water Required (incl.Hose Streams) (gpm) 180.5 EXPIRATION DATE:12/31/18 Required Pressure at Source(psi) 62.3 Type of System Wet Volume-Entire System (gal) 255 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 66 Job :THE FIELDS BUILDING 2 Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib.s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 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) 80.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 80.5 Other Required Margin of Safety(%) 5 SRC -Pressure(psi) 62.3 SRC -Flow(gpm) 80.5 Demand w/o System Pump(s) N/A File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 67 Job :THE FIELDS BUILDING 2 Hydraulic Analysis for : 4 Supply Supply; Safety Pressure System Demand Add. Out. Hose 150 i 120 ` 11x51 �m '299.515 90 ai 80 �e . vim) 7 D3 ch 50 40t w: I. e lk � r 30 3 E 0 7090®00 001010[1200300400 50016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\-Firestop\The Fields\BLD 21The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 68 Job :THE FIELDS BUILDING 2 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 80.5 62.3 D3 System Demand+Add.Out.Hose 180.5 62.3 Curve Intersections & Safety Margins Intersection SafetyMargin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) © Flow (gpm) Supply 104 110.4 41.7 180.5 Supply;Safety Pressure 98.8 107 36.5 180.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis) (gprn/ft2) (gpm) (psi) (gpm/ft2) (gpm) (Psi) 401 Overhead 200 4.9 0.1 20 Sprinkler 16.7 0.101 20.1 16.8 402 Overhead 200 4.9 0.1 20 Sprinkler 16.7 0.1 20 16.7 403 Overhead 200 4.4 Sprinkler 0.1 20 16.7 0.1 20 16.7 404 Overhead 200 4.9 0.1 20 16.7 0.102 20.3 17.2 Sprinkler File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 69 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/Psis/a) (ppm) (in) (ft) (ft) (psi) (psi) Path No: 1 402 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0496 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0496 27.17 -7.8 1 lx(BM.Tee-Br)=5 4.13 150 14.3 0495 27.17 12.2 1.101 5 0.0271 0 9.13 0.2 0495 27.17 4.8 1 2x(BM.Tee-Run)=2 13.08 150 14.5 0502 27.17 17 1.101 lx(BM.Tee-Br)=5 7 0.0502 0 20.08 1 0502 27.17 -3.7 1 2x(BM.Tee-Run)=2 9.54 150 15.5 0505 27.17 13.3 1.101 1x(BM.Tee-Br)=5 7 0.0319 0 16.54 0.5 0505 27.17 2.2 1 2x(BM.Tee-Br)=10 11.61 150 16 0511 27.17 15.5 1.101 10 0.0424 0 21.61 0.9 0511 27.17 12.3 1 lx(BM.Tee-Run)=1 9.25 150 17 0557 17.92 27.9 1.101 1 0.1252 4 10.25 1.3 0557 17.92 11.8 1 lx(BM.Tee-Br)=5 9.25 150 22.2 0953 8.67 39.6 1.101 5 0.2406 4 14.25 3.4 0953 8.67 3.4 1 lx(BM.Tee-Br)=5 5.67 150 29.7 0931 8.67 43 1.101 5 0.2796 0 10.67 3 0931 8.67 37.5 1.25 1x(coupling)=1.59 26.75 150 32.7 TOR 8.67 80.5 1.394 3x(BM.Tee-Run)=3 16.59 0.2831 0 2x(BM.90)=12 43.34 12.3 TOR 8.67 0 2 lx(coupling)=1.23 3.95 120 44.9 FS-O 5.42 80.5 2.157 lx(us.Tee-Br)=12.31 13.54 0.0511 1.4 17.49 0.9 FS-O 5.42 0 2 1 0 47.2 Flow Switch FS-I 5.33 80.5 0 0 3 0.0 1 3 FS-I 5.33 0 2 lx(coupling)=1.23 1.23 120 50.3 BFP-O 3.21 80.5 2.157 1.23 0.0511 0.9 2.46 0.1 BFP-O 3.21 0 2 1.88 0 51.3 Ames3000SM BFP-I 1.33 80.5 0 0 4.1061 0.81 1.88 7.7 BFP-I 1.33 0 2 1x(coupling)=1 1.1 120 59.8 RC 1.17 80.5 2.067 1 0.0628 0.1 2.1 0.1 RC 1.17 0 4 lx(coupling)=1.32 0.17 120 60 FF 1 80.5 4.26 1.32 0.0019 0.1 1.48 0 FF 1 0 4 lx(us.90)=18.33 4.75 140 60.1 0949 -3.75 80.5 4.3 18.33 0.0013 2.1 23.08 0.0 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 70 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0949 -3.75 0 4 lx(coupling)=1.94 31.84 150 62.2 0950-0 -3.75 80.5 4.24 1.94 0.0013 0 33.78 0.0 0950-0 -3.75 0 4 0.75 0 62.2 Gate A2360 0950-I -3.75 80.5 0 0 0.0065 0 0.75 0 0950-I -3.75 0 4 1.41 150 62.2 SRC -3.75 80.5 4.24 0 0.0013 0 1.41 0 SRC 62.3 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 71 Job:THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 2 403 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0343 27.17 20 1.101 1x(BM.90)=5 10 0.068 -3.8 19.33 1.3 0343 27.17 -7.8 1 lx(BM.Tee-Br)=5 3.66 150 14.3 0342 27.17 12.2 1.101 5 0.0273 0 8.66 0.2 0342 27.17 7.8 1 lx(BM.Tee-Run)=1 7.13 150 14.5 0316 27.17 20.1 1.101 1 0.0682 0 8.13 0.6 0316 27.17 -6.5 1 lx(BM.Tee-Run)=1 7.95 150 15.1 0294 27.17 13.6 1.101 1 0.0332 0 8.95 0.3 0294 27.17 -5.8 18x(BM.Tee-Run)=8 85.32 150 15.4 0266 27.17 7.9 1.101 1x(BM.Tee-Br)=5 38 0.012 0 5x(BM.90)=25 123.32 1.5 0266 27.17 8.2 1 1x(BM.Tee-Br)=5 9.25 150 16.8 0596 17.92 16 1.101 5 0.045 4 14.25 0.6 0596 17.92 -4.2 1 lx(BM.Tee-Br)=5 9.25 150 21.5 0672 8.67 11.9 1.101 5 0.0258 4 14.25 0.4 0672 8.67 -5 1 2x(BM.Tee-Run)=2 17.77 150 25.9 0677 8.67 6.9 1.101 lx(BM.Tee-Br)=5 7 0.0094 0 24.77 0.2 0677 8.67 -3.1 1 10x(BM.Tee-Run)=10 89.07 150 26.1 0869 8.67 3.7 1.101 2x(BM.Tee-Br)=10 40 0.003 0 4x(BM.90)=20 129.07 0.4 0869 8.67 5 1 lx(BM.Tee-Run)=1 7.95 150 26.5 0843 8.67 8.7 1.101 1 0.0146 0 8.95 0.1 0843 8.67 4.2 1 lx(BM.Tee-Br)=5 7.13 150 26.6 0834 8.67 12.9 1.101 5 0.0302 0 12.13 0.4 0834 8.67 4.7 1 lx(BM.Tee-Run)=1 20.47 150 27 0832 8.67 17.6 1.101 lx(BM.Tee-Br)=5 6 0.0537 0 26.47 1.4 0832 8.67 1.1 1 lx(BM.Tee-Run)=1 13.08 150 28.4 0927 8.67 18.8 1.101 2x(BM.Tee-Br)=10 11 0.0603 0 24.08 1.5 0927 8.67 7.5 1 2x(BM.Tee-Run)=2 9.54 150 29.9 0930 8.67 26.3 1.101 2 0.1126 0 11.54 1.3 0930 8.67 11.2 1 lx(BM.Tee-Run)=1 5.94 150 31.2 0931 8.67 37.5 1.101 1 0.2171 0 6.94 1.5 0931 32.7 File:C:\DWGV-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 72 Job :TH E FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 3 401 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.8 0494 27.17 20.1 1.101 lx(BM.90)=5 10 0.0684 -3.8 19.33 1.3 0494 27.17 -4.8 1 lx(BM.Tee-Run)=1 23.21 150 14.4 0492 27.17 15.3 1.101 lx(BM.Tee-Br)=5 6 0.0413 0 29.21 1.2 0492 27.17 -7.3 1 lx(BM.Tee-Run)=1 6.46 150 15.6 0471 27.17 8 1.101 1 0.0125 0 7.46 0.1 0471 27.17 3.3 1 2x(BM.Tee-Run)=2 9.5 150 15.7 0448 27.17 11.3 1.101 2 0.0237 0 11.5 0.3 0448 27.17 3.5 1 lx(BM.Tee-Run)=1 12.11 150 16 0445 27.17 14.8 1.1012x(BM.Tee-Br)=10 11 0.0388 0 23.11 0.9 0445 27.17 6.5 1 lx(BM.Tee-Run)=1 9.25 150 16.9 1006 17.92 21.3 1.101 1 0.076 4 10.25 0.8 1006 17.92 -3.3 1 1x(BM.Tee-Br)=5 9.25 150 21.7 0782 8.67 17.9 1.101 5 0.0554 4 14.25 0.8 0782 8.67 -3.9 1 2x(BM.Tee-Run)=2 12.11 150 26.5 0785 8.67 14 1.101 lx(BM.Tee-Br)=5 7 0.0352 0 19.11 0.7 0785 8.67 3.2 1 2x(BM.Tee-Run)=2 9.5 150 27.1 0809 8.67 17.3 1.101 2 0.0517 0 11.5 0.6 0809 8.67 5.9 1 lx(BM.Tee-Run)=1 6.46 150 27.7 0829 8.67 23.2 1.101 1 0.0893 0 7.46 0.7 0829 8.67 -1.1 1 lx(BM.Tee-Run)=1 7.58 150 28.4 0984 8.67 22.1 1.101 1 0.0813 0 8.58 0.7 0984 8.67 -7.5 1 2x(BM.Tee-Run)=2 9.54 ' 150 29.1 0968 8.67 14.5 1.101 2 0.0376 0 11.54 0.4 0968 8.67 -3.4 1 6x(BM.Tee-Run)=6 34.77 150 29.5 0930 8.67 11.2 1.101 2x(BM.Tee-Br)=10 36 0.0231 0 4x(BM.90)=20 70.77 1.6 0930 31.2 File:C:\DWG\'-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 73 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 4 404 18.5 4.9 20.3 1 1x(BM.Tee-Br)=5 9.33 150 17.2 0348 27.17 20.3 1.101 lx(BM.90)=5 10 0.0698 -3.8 19.33 1.3 0348 27.17 7.8 1 lx(BM.Tee-Run)=1 0.33 150 14.8 0349 27.17 28.1 1.101 1 0.1273 0 1.33 0.2 0349 27.17 -13.9 1 2x(BM.Tee-Run)=2 25.9 150 15 0351 27.17 14.3 1.101 2 0.0362 0 27.9 1 0351 27.17 -4.8 1 2x(BM.Tee-Run)=2 6.46 150 16 0357 27.17 9.5 1.101 lx(BM.Tee-Br)=5 7 0.017 0 13.46 0.2 0357 27.17 -1.6 1 2x(BM.Tee-Run)=2 9.5 150 16.2 0371 27.17 7.9 1.101 2 0.012 0 11.5 0.1 0371 27.17 -1.7 1 4x(BM.Tee-Run)=4 34.36 150 16.3 0246 27.17 6.2 1.101 2x(BM.Tee-Br)=10 34 0.0078 0 4x(BM.90)=20 68.36 0.5 0246 27.17 9.1 1 1x(BM.Tee-Br)=5 9.25 150 16.9 1152 17.92 15.3 1.101 5 0.0414 4 14.25 0.6 1152 17.92 -4.3 1 lx(BM.Tee-Br)=5 9.25 150 21.5 0691 8.67 11 1.101 5 0.0225 4 14.25 0.3 0691 8.67 -4.2 1 2x(BM.Tee-Run)=2 16.7 150 25.8 0687 8.67 6.8 1.101 lx(BM.Tee-Br)=5 7 0.0092 0 23.7 0.2 0687 8.67 -1.2 1 2x(BM.Tee-Run)=2 9.5 150 26 0684 8.67 5.5 1.101 2 0.0063 0 11.5 0.1 0684 8.67 -1.2 1 2x(BM.Tee-Run)=2 6.46 150 26.1 0682 8.67 4.3 1.101 2 0.004 0 8.46 0.0 0682 8.67 -1.1 1 3x(BM.Tee-Run)=3 37.18 150 26.1 0739 8.67 3.3 1.101 lx(BM.Tee-Br)=5 8 0.0024 0 45.18 0.1 0739 8.67 6.7 1 2x(BM.Tee-Run)=2 25.9 150 26.2 0746 8.67 10 1.101 2 0.0187 0 27.9 0.5 0746 8.67 -4.7 1 2x(BM.Tee-Br)=10 6.46 150 26.8 0747 8.67 5.3 1.101 10 0.0057 0 16.46 0.1 0747 8.67 0.7 1 11x(BM.Tee-Run)=11 86.75 150 26.9 0809 8.67 5.9 1.101 lx(BM.Tee-Br)=5 36 0.0072 0 4x(BM.90)=20 122.75 0.9 0809 27.7 Path No: 5 0496 27.17 0 1 1x(BM.Tee-Br)=5 16.34 150 14.3 0342 27.17 7.8 1.101 5 0.0119 0 21.34 0.3 0342 14.5 File:C:\DWG\--Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 74 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 6 0502 27.17 0 1 5x(BM.Tee-Run)=5 34.77 150 15.5 0542 27.17 3.7 1.101 lx(BM.Tee-Br)=5 30 0.0029 0 4x(BM.90)=20 64.77 0.2 0542 27.17 7.3 1 2x(BM.Tee-Run)=2 9.54 150 15.7 0526 27.17 10.9 1.101 2 0.0222 0 11.54 0.3 0526 27.17 -2.2 1 3x(BM.Tee-Run)=3 35.03 150 16 0511 27.17 8.7 1.101 2x(BM.Tee-Br)=10 33 0.0146 0 4x(BM.90)=20 68.03 1 0511 17 Path No: 7 0343 27.17 0 1 lx(BM.Tee-Run)=1 23.33 150 14.3 0348 27.17 7.8 1.101 4x(BM.90)=20 21 0.0118 0 44.33 0.5 0348 14.8 Path No: 8 0316 27.17 0 1 14x(BM.Tee-Run)=14 89.07 150 15.1 0257 27.17 6.5 1.101 2x(BM.Tee-Br)=10 44 0.0084 0 4x(BM.90)=20 133.07 1.1 0257 27.17 -1.5 1 2x(BM.Tee-Run)=2 7.95 150 16.2 0260 27.17 4,9 1.101 2 0.0051 0 9.95 0.1 0260 27.17 5.8 1 lx(BM.Tee-Run)=1 17.77 150 16.2 0266 27.17 10.7 1.101 2x(B M.Tee-Br)=10 11 0.0212 0 28.77 0.6 0266 27.17 -8.2 1 1x(BM.Tee-Br)=5 9.29 150 16.8 0037 36.46 2.5 1.101 5 0.0014 -4 14.29 0.0 0037 36.46 -1.1 1 2x(BM.Tee-Run)=2 17.77 150 12.8 0031 36.46 1.4 1.101 lx(BM.Tee-Br)=5 7 0.0005 0 24.77 0.0 0031 36.46 -0.7 1 llx(BM.Tee-Run)=11 90.41 150 12.8 0065 36.46 0.8 1.101 4x(BM.90)=20 36 0.0002 0 lx(BM.Tee-Br)=5 126.41 0.0 0065 36.46 0.0 1 3x(BM.Tee-Run)=3 28.02 150 12.9 0090 36.46 0.8 1.101 lx(BM.90)=5 8 0.0002 0 36.02 0 0090 36.46 0.5 1 lx(BM.Tee-Run)=1 4.96 150 12.9 0091 36.46 1.3 1.101 1 0.0004 0 5.96 0 0091 36.46 1 1 lx(BM.Tee-Run)=1 6.65 150 12.9 0097 36.46 2.3 1.1011x(BM.Tee-Br)=5 11 0.0012 0 lx(BM.90)=5 17.65 0.0 0097 36.46 1.3 1 lx(BM.Tee-Run)=1 9.29 150 12.9 0511 27.17 3.6 1.101 1 0.0028 4 10.29 0.0 0511 17 File:C:\DWGUU-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Are Protection Products Page 75 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis) (gpm) (in) (ft) (ft ) (psi) (psi) Path No: 9 0294 27.17 0 1 10x(BM.Tee-Run)=10 89.07 150 15.4 0260 27.17 5.8 1.101 2x(BM.Tee-Br)=10 40 0.0067 0 4x(BM.90)=20 129.07 Q.9 0260 16.2 Path No: 10 0596 17.92 0 1 2x(BM.Tee-Run)=2 17.77 150 21.5 0590 17,92 2.4 1.101 lx(BM.Tee-Br)=5 7 0.0014 0 24.77 0.0 0590 1.7.92 -1.2 1 10x(BM.Tee-Run)=10 89.07 150 21.5 0624 17.92 1.3 1.101 2x(BM.Tee-Br)=10 40 0.0004 0 4x(BM.90)=20 129.07 0.1 0624 17.92 1.7 1 lx(BM.Tee-Run)=1 7.95 150 21.6 0646 17.92 3 1.101 1 0.002 0 8.95 0.0 0646 17.92 1.6 1 lx(BM.Tee-Br)=5 7.13 150 21.6 0573 17.92 4.6 1.101 5 0.0045 0 12.13 0.1 0573 17.92 1 1 2x(BM.Tee-Run)=2 20.47 150 21.7 0571 17.92 5.6 1.101 2 0.0065 0 22.47 0.1 0571 17.92 -1 1 lx(BM.Tee-Run)=1 13.08 150 21.8 0566 17.92 4.6 1.101 3x(BM.Tee-Br)=15 16 0.0045 0 29.08 0.1 0566 17.92 1.4 1 2x(BM.Tee-Run)=2 9.54 150 21.9 0563 17.92 6 1.101 2 0.0073 0 11.54 0.1 0563 17.92 1.5 1 2x(BM.Tee-Br)=10 11.61 150 22 0557 17.92 7.4 1.101 10 0.0109 0 21.61 0.2 0557 22.2 Path No: 11 0596 17.92 0 1 9x(BM.Tee-Run)=9 85.32 150 21.5 0624 17.92 1.7 1.101 5x(BM.90)=25 34 0.0007 0 119.32 0.1 0624 21.6 Path No: 12 0672 8.67 0 1 9x(BM.Tee-Run)=9 85.32 150 25.9 0869 8.67 5 1.101 5x(BM.90)=25 34 0.0052 0 119.32 0.6 0869 26.5 File:C:\DWG\-Firestap\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 76 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 13 0677 8.67 0 1 lx(BM.Tee-Run)=1 7.95 150 26.1 0680 8.67 3.1 1,101 lx(BM.Tee-Br)=5 6 0.0022 0 13.95 0.0 0680 8.67 1.1 1 13x(BM.Tee-Run)=13 93.03 150 26.1 0843 8.67 4.2 1.101 1x(BM.Tee-Br)=5 38 0.0038 0 4x(BM.90)=20 131.03 0.5 0843 26.6 Path No: 14 0494 27.17 0 1 lx(BM.Tee-Br)=5 15.06 150 14.4 0495 27.17 4.8 1.101 5 0.0048 0 20.06 0.1 0495 14.5 Path No: 15 0492 27.17 0 1 lx(BM.Tee-Run)=1 7.58 150 15.6 0542 27.17 7.3 1.101 1 0.0104 0 8.58 0.1 0542 15.7 Path No: 16 0445 27.17 0 1 lx(BM.Tee-Br)=5 9.29 150 16.9 0226 36.46 0.6 1.101 5 0.0001 -4 14.29 0 0226 36.46 0.1 1 2x(BM.Tee-Run)=2 12.11 150 12.9 0211 36.46 0.7 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 19.11 0 0211 36.46 0.2 1 2x(BM.Tee-Run)=2 9.5 150 12.9 0199 36.46 0.9 1.101 2 0.0002 0 11.5 0 0199 36.46 0.2 1 lx(BM.Tee-Run)=1 6.46 150 12.9 0200 36.46 1.1 1.101 1 0.0003 0 7.46 0 0200 36.46 0.2 1 2x(BM.Tee-Run)=2 7.58 150 12.9 0128 36.46 1.3 1.101 2 0.0004 0 9.58 0 0128 36.46 0.4 1 2x(BM.Tee-Run)=2 9.54 150 12.9 0112 36.46 1.7 1.101 2 0.0007 0 11.54 0 0112 36.46 -0.5 1 3x(BM.Tee-Run)=3 35.03 150 12.9 0097 36.46 1.3 1.101 2x(BM.Tee-Br)=10 33 0.0004 0 4x(BM,90)=20 68.03 0.0 0097 12.9 File:C:\DWG'-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 77 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 17 1006 17.92 0 1 2x(BM.Tee-Run)=2 12.11 150 21.7 1100 17.92 3.2 1.101 lx(BM.Tee-Br)=5 7 0.0023 0 19.11 0.0 1100 17.92 1.2 1 2x(BM.Tee-Run)=2 9.5 150 21.7 1047 17.92 4.4 1.101 2 0.0041 0 11.5 0.0 1047 17.92 1.7 1 lx(BM.Tee-Run)=1 6.46 150 21.8 1048 17.92 6.1 1.101 1 0.0076 0 7.46 0.1 1048 17.92 1 1 lx(BM.Tee-Run)=1 7.58 150 21.8 1053 17.92 7.1 1.101 1 0.0101 0 8.58 0.1 1053 17.92 -1.4 1 2x(BM.Tee-Run)=2 9.54 150 21.9 1066 17.92 5.8 1.101 2 0.0068 0 11.54 0.1 1066 17.92 -1.5 1 3x(BM.Tee-Run)=3 35.03 150 22 0557 17.92 4.3 1.101 2x(BM.Tee-Br)=10 33 0.004 0 4x(BM.90)=20 68.03 0.3 0557 22.2 Path No: 18 1006 17.92 0 1 9x(BM.Tee-Run)=9 84.49 150 21.7 1020 17.92 0.1 1.101 5x(BM.90)=25 34 0 0 118.49 0 1020 17.92 1.1 19x(BM.Tee-Run)=9 84.73 150 21.7 1100 17.92 1.2 1.1012x(BM.Tee-8r)=10 39 0.0004 0 - 4x(BM.90)=20 123.73 0.0 1100 21.7 Path No: 19 0782 8.67 0 1 9x(BM.Tee-Run)=9 84.49 150 26.5 0753 8.67 3.9 1.101 5x(BM.90)=25 34 0.0033 0 118.49 0.4 0753 8.67 -0.7 1 9x(BM.Tee-Run)=9 84.73 150 26.8 0785 8.67 3.2 1.101 2x(BM.Tee-Br)=10 39 0.0023 0 4x(BM.90)=20 123.73 0.3 0785 27.1 Path No: 20 0829 8.67 0 1 2x(BM.Tee-Run)=2 38.27 150 28.4 0832 8.67 1.1 1.101 2x(BM.Tee-Br)=10 12 0.0003 0 50.27 0.0 0832 28.4 Path No: 21 0984 8.67 0 1 5x(BM.Tee-Run)=5 34.77 150 29.1 0927 8.67 7.5 1.101 2x(BM.Tee-Br)=10 35 0.0111 0 4x(BM.90)=20 69.77 0.8 0927 29.9 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 78 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 22 0968 8.67 0 1 4x(BM.Tee-Run)=4 35.03 150 29.5 0953 8.67 3.4 1.101 4x(BM.90)=20 29 0.0025 0 lx(BM.Tee-Br)=5 64.03 0.2 0953 29.7 Path No: 23 0349 27.17 0 1 lx(BM.Tee-Br)=5 6.46 150 15 0410 27.17 13.9 1.101 lx(BM.Tee-Run)=1 6 0.0344 0 12.46 0.4 0410 27.17 -3.3 13x(BM.Tee-Run)=3 9.5 150 15.4 0416 27.17 10.6 1.101 3 0.0207 0 12.5 0.3 0416 27.17 -3.5 1 8x(BM.Tee-Run)=8 84.49 150 15.7 0445 27.17 7.1 1.101 lx(BM.Tee-Br)=5 38 0.01 0 5x(BM.90)=25 122.49 1.2 0445 16.9 Path No: 24 0351 27.17 0 1 2x(BM.Tee-Run)=2 37.18 150 16 0255 27.17 4.8 1.101 lx(BM.Tee-Br)=5 7 0.0048 0 44.18 0.2 0255 27.17 1.5 12x(BM.Tee-Run)=2 6.46 150 16.2 0253 27.17 6.3 1.101 2 0.008 0 8.46 0.1 0253 27.17 1.6 1 2x(BM.Tee-Run)=2 9.5 150 16.3 0250 27.17 7.9 1.101 2 0.0122 0 11.5 0.1 0250 27.17 1.7 1 lx(BM.Tee-Run)=1 16.7 150 16.4 0246 27.17 9.6 1.101 2x(BM.Tee-Br)=10 11 0.0173 0 27.7 0.5 0246 27.17 -9.1 11x(BM.Tee-Run)=1 9.29 150 16.9 0242 36.46 0.5 1.101 1 0.0001 -4 10.29 0 0242 36.46 -0.1 1 lx(BM.Tee-Run)=1 16.7 150 12.9 0017 36.46 0.4 1.1012x(BM.Tee-Br)=10 11 0.0000 0 27.7 0 0017 36.46 -0.2 1 18x(BM.Tee-Run)=18 149.15 150 12.9 0211 36.46 0.2 1.101 2x(BM.Tee-Br)=10 48 0.0000 0 4x(BM.90)=20 197.15 0 0211 12.9 Path No: 25 0357 27.17 0 16x(BM.Tee-Run)=6 39.18 150 16.2 0253 27.17 1.6 1.1012x(BM.Tee-Br)=10 36 0.0006 0 4x(BM.90)=20 75.18 0.0 0253 16.3 Path No: 26 0371 27.17 0 16x(BM.Tee-Run)=6 39.18 150 16.3 0250 27.17 1.7 1.1012x(BM.Tee-Br)=10 36 0.0007 0 4x(BM.90)=20 75.18 0.1 0250 16.4 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 79 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 27 1152 17.92 0 1 2x(BM.Tee-Run)=2 16.7 150 21.5 1156 17.92 2.6 1.101 lx(BM.Tee-Br)=5 7 0.0016 0 23.7 0.0 1156 17.92 -0.5 12x(BM.Tee-Run)=2 9.5 150 21.5 1159 17.92 2.2 1.101 2 0.0011 0 11.5 0.0 1159 17.92 -0.5 1 2x(BM.Tee-Run)=2 6.46 150 21.5 0585 17.92 1.7 1.101 2 0.0007 0 8.46 0 0585 17.92 -0.4 1 3x(BM.Tee-Run)=3 37.18 150 21.5 0582 17.92 1.3 1.101 1x(BM.Tee-Br)=5 8 0.0004 0 45.18 0.0 0582 17.92 2.6 1 2x(BM.Tee-Run)=2 25.9 150 21.5 0580 17.92 3.8 1.101 2 0.0032 0 27.9 0.1 0580 17.92 -1 1 lx(BM.Tee-Br)=5 6.46 150 21.6 1026 17.92 2.8 1.101 lx(BM.Tee-Run)=1 6 0.0018 0 12.46 0.0 1026 17.92 -1.1 1 12x(BM.Tee-Run)=12 86.75 150 21.7 1047 17.92 1.7 1.101 2x(BM.Tee-Br)=10 42 0.0007 0 4x(BM.90)=20 128.75 0.1 1047 21.8 Path No: 28 1152 17.92 0 1 5x(BM.Tee-Run)=5 34.36 150 21.5 1177 17.92 1.6 1.101 lx(BM.Tee-Br)=5 30 0.0007 0 4x(BM.90)=20 64.36 0.0 1177 17.92 0.5 1 2x(BM.Tee-Run)=2 9.5 150 21.5 1173 17.92 2.1 1.101 2 0.0011 0 11.5 0.0 1173 17.92 0.5 1 lx(BM.Tee-Run)=1 6.46 150 21.5 0582 17.92 2.6 1.101 lx(BM.Tee-Br)=5 6 0.0015 0 12.46 0.0 0582 21.5 Path No: 29 0691 8.67 0 15x(BM.Tee-Run)=5 34.36 150 25.8 0708 8.67 4.2 1.101 1x(BM.Tee-Br)=5 30 0.0038 0 4x(BM.90)=20 64.36 0.2 0708 8.67 1.2 1 2x(BM.Tee-Run)=2 9.5 150 26.1 0725 8.67 5.5 1.101 2 0.0062 0 11.5 0.1 0725 8.67 1.2 1 lx(BM.Tee-Run)=1 6.46 150 26.1 0739 8.67 6.7 1.101 lx(BM.Tee-Br)=5 6 0.009 0 12.46 0.1 0739 26.2 File:C:\DWGV-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 80 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 30 0687 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 26 0708 8.67 1.2 1.1012x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0708 26.1 Path No: 31 0684 8.67 0 1 6x(BM.Tee-Run)=6 39.18 150 26.1 0725 8.67 1.2 1.101 2x(BM.Tee-Br)=10 36 0.0004 0 4x(BM.90)=20 75.18 0.0 0725 26.1 Path No: 32 0682 8.67 0 1 lx(BM.Tee-Run)=1 7.13 150 26.1 0680 8.67 1.1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.13 0 0680 26.1 Path No: 33 0746 8.67 0 13x(BM.Tee-Run)=3 27.32 150 26.8 0834 8.67 4.7 1.101 4x(BM.90)=20 23 0.0046 0 50.32 0.2 0834 27 Path No: 34 0526 27.17 0 1 6x(BM.Tee-Run)=6 34.77 150 16 0505 27.17 2.2 1.101 2x(BM.Tee-Br)=10 36 0.0011 0 4x(BM.90)=20 70.77 0.1 0505 16 Path No: 35 0257 27.17 0 1 2x(BM.Tee-Run)=2 7.13 150 16.2 0255 27.17 1.5 1.101 2 0.0006 0 9.13 0 0255 16.2 Path No: 36 0037 36.46 0 1 8x(BM.Tee-Run)=8 79.65 150 12.8 0063 36.46 1.1 1.101 4x(BM.90)=20 28 0.0003 0 107.65 0.0 0063 36.46 0.0 11x(BM.Tee-Run)=1 25.97 150 12.9 0091 36.46 1 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 31.97 0 0091 12.9 File:C:\DWG\U-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 81 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 37 0031 36.46 0 1 lx(BM.Tee-Run)=1 7.95 150 12.8 0028 36.46 0.7 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13.95 0 0028 36.46 -0.3 1 lx(BM.Tee-Br)=5 96.2 150 12.9 0143 36.46 0.3 1.101 14x(BM.Tee-Run)=14 44 0.0000 0 5x(BM.90)=25 140.2 0 0143 36.46 0.3 1 lx(BM.Tee-Run)=1 20.47 150 12.9 0141 36.46 0.6 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 26.47 0 0141 36.46 -0.2 1 6x(BM.Tee-Run)=6 47.85 150 12.9 0128 36.46 0.4 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 83.85 0 0128 12.9 Path No: 38 0590 17.92 0 1 1x(BM.Tee-Run)=1 7.95 150 21.5 0587 17.92 1.2 1.101 lx(BM.Tee-Br)=5 6 0.0003 0 13.95 0 0587 17.92 0.4 1 14x(BM.Tee-Run)=14 87.07 150 21.5 0646 17.92 1.6 1.101 lx(BM.Tee-Br)=5 19 0.0006 0 106.07 0.1 0646 21.6 Path No: 39 0571 17.92 0 1 2x(BM.Tee-Run)=2 38.27 150 21.8 1048 17.92 1 1.101 lx(BM.Tee-Br)=5 7 0.0003 0 45.27 0.0 1048 21.8 Path No: 40 0112 36.46 0 1 6x(BM.Tee-Run)=6 34.77 150 12.9 0090 36.46 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 70.77 0 0090 12.9 Path No: 41 1053 17.92 0 1 5x(BM.Tee-Run)=5 34.77 150 21.9 0566 17.92 1.4 1.101 2x(BM.Tee-Br)=10 35 0.0005 0 4x(BM.90)=20 69.77 0.0 0566 21.9 Path No: 42 1066 17.92 0 1 6x(BM.Tee-Run)=6 34.77 150 22 0563 17.92 1.5 1.101 2x(BM.Tee-Br)=10 36 0.0005 0 4x(BM.90)=20 70.77 0.0 0563 22 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 82 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 43 0753 8.67 0 1 2x(BM.Tee-Run)=2 9.5 150 26.8 0747 8.67 0.7 1.101 lx(BM.Tee-Br)=5 7 0.0001 0 16.5 0 0747 26.9 Path No: 44 0410 27.17 0 1 12x(BM.Tee-Run)=12 86.75 150 15.4 0471 27.17 3.3 1.101 2x(BM.Tee-Br)=10 42 0.0024 0 4x(BM.90)=20 128.75 0.3 0471 15.7 Path No: 45 0416 27.17 0 1 9x(BM.Tee-Run)=9 84.73 150 15.7 0448 27.17 3.5 1.101 2x(BM.Tee-Br)=10 39 0.0026 0 4x(BM.90)=20 123.73 0.3 0448 16 Path No: 46 0242 36.46 0 1 11x(BM.Tee-Run)=11 132.21 150 12.9 0226 36.46 0.1 1.101 1x(BM.Tee-Br)=5 36 0 0 4x(BM.90)=20 168.21 0 0226 12.9 Path No: 47 0017 36.46 0 1 2x(BM.Tee-Run)=2 9.5 150 12.9 0020 36.46 0.2 1.101 2 0 0 11.5 0 0020 36.46 0.0 1 7x(BM.Tee-Run)=7 45.64 150 12.9 0152 36.46 0.2 1.101 3x(BM.Tee-Br)=15 42 0.0000 0 4x(BM.90)=20 87.64 0 0152 36.46 0.3 1 2x(BM.Tee-Run)=2 25.9 150 12.9 0150 36.46 0.5 1.101 2 0.0001 0 27.9 0 0150 36.46 -0.2 1 3x(BM.Tee-Run)=3 27.32 150 12.9 0143 36.46 0.3 1.101 4x(BM.90)=20 23 0.0000 0 50.32 0 0143 12.9 Path No: 48 1156 17.92 0 1 6x(B M.Tee-Run)=6 39.18 150 21.5 1177 17.92 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 1177 21.5 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 83 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Path No: 49 1159 17.92 0 16x(BM.Tee-Run)=6 39.18 150 21.5 1173 17.92 0.5 1.101 2x(BM.Tee-Br)=10 36 0.0001 0 4x(BM.90)=20 75.18 0 1173 21.5 Path No: 50 0585 17.92 0 1 lx(BM.Tee-Run)=1 7.13 150 21.5 0587 17.92 0.4 1.101 lx(BM.Tee-Br)=5 6 0.0001 0 13,13 0 0587 21.5 Path No: 51 0580 17.92 0 1 3x(BM.Tee-Run)=3 27.32 150 21.6 0573 17.92 1 1.101 4x(BM.90)=20 23 0.0003 0 50.32 0.0 0573 21.7 Path No: 52 1026 17.92 0 1 3x(BM.Tee-Run)=3 9.5 150 21.7 1020 17.92 1.1 1.101 3 0.0003 0 12.5 0 1020 21.7 Path No: 53 0063 36.46 0 11x(BM.Tee-Run)=1 7.01 150 12.9 0065 36.46 0.0 1.101 2x(BM.Tee-Br)=10 11 0 0 18.01 0 0065 12.9 Path No: 54 0028 36.46 0 12x(BM.Tee-Run)=2 7.13 150 12.9 0022 36.46 0.3 1.101 lx(BM.Tee-Br)=5 7 0.0000 0 14.13 0 0022 36.46 0.0 12x(BM.Tee-Run)=2 37.18 150 12.9 0152 36.46 0.3 1.101 lx(BM.Tee-Br)=5 7 0.0000 0 44.18 0 0152 12.9 Path No: 55 0141 36.46 0 1 2x(BM.Tee-Run)=2 38.27 150 12.9 0200 36.46 0.2 1.101 2x(BM.Tee-Br)=10 12 0.0000 0 50.27 0 0200 12.9 Path No: 56 0150 36.46 0 1 2x(BM.Tee-Br)=10 93.21 150 12.9 0199 36.46 0.2 1.101 12x(BM.Tee-Run)=12 47 0.0000 0 5x(BM.90)=25 140.21 0 0199 12.9 File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 84 Job :THE FIELDS BUILDING 2 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/2) (gpm) (�in ) (ft) (ft) (psi) (psi) Path No: 57 0022 36.46 0 12x(BM.Tee-Run)=2 6.46 150 12.9 0020 36.46 0.0 1.101 2 0 0 0020 8.46 0 12.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.92 ft/s occurs in the following pipe(s): (TOR-0931) File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright©2002-2012 Tyco Fire Protection Products Page 85 Job:THE FIELDS BUILDING 2 Device Graphs Pressure vs. Flow Function Design Area:4; Supply Ref.: SRC; Supply Name:SRC - ,-4 ] MI 1 i ' 04 psi @ 180.5 gpm(80.5 gpm+100 gpm add,out.hose) 103 i 1 I h.. ,... 100; -^ ' '..' ,-- 95 90; ' . 85; ' . 80 75 40 70: 6 65 .... 60- cis 1 E - ' a. 45: — „ 35- = 25; 20- 15 - 10 , 0 “--1-r-.f' ,,-..w.i•-r,-,,rr ,. . . , , , ,I1 0 0 0 0 0 0 0 0 0 0 '0 0 0 0 0 0 0 0 0 ,f) In 00s0) N 00 0, 0 00 '8 N .--, N (.9 Flow,gpm Pressure Loss Function Design Area: 4; BFP Ref.: 1821 (Ames3000SIV11, Size = 2) , 18.8: _ _ __. _ 17.8_ 4 i 16.8 t - i 15.8 , - r 14.8: 13.8:_ 4 128: 1 - to 11.8: a. : - 10 8 4) • z 9.8 tn 1 tn : w 8.8_ 7.7 psi @ 80.5 gpm : —"--- f 5.8: 4.8] 3.8 2.8-:- I Y — 1.8) - 4 . 0.8 1 ? ' , 1 Flow,gpm File:C:\DWG\-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright@ 2002-2012 Tyco Fire Protection Products Page 86 Job:THE FIELDS BUILDING 2 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 1822 (Flow Switch, Size = 2) 3 psi g 80.5 gpm 2.8 8 cu 13 0.8 - 0,3 fl C- 0 Flow,gpm Pressure Loss Function Design Area:4; Valve Ref.: 1823 (Gate A2360, Size = 4) 1,546 O. " 1.046-V CC 0.546- 0 psi @ 80.5 glDITI oo46— .111 OM a 8 Flow,gpm File:C:\DWG\'-Firestop\The Fields\BLD 2\The Fields BLD 2 FP.dwg Date 8/3/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 87 ESA 3OOOBM1 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3000BM1 _ Residential Fire Sprinkler _ . Double Check Detector Backflow *�` � ta �� Prevention Assembly Sizes: 2" (50mm) $ 144fI _ � � Series 3000B Double Check Detector Assembly are designed to � � protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority 3000BM1-OSY-GPM 3000BM1-FP-GPM regulations for non-potable service applications such irrigation, fire line,or industrial processing.The Series 3000B is ideal for use on non-health hazard fire protection systems to detect leaks or Specifications unauthorized water usage. The Series 3000BM1 consist of a main line valve body composed Modular check design concept facilitates maintenance and of two(2)independently acting approved poppet-type check assembly access.All sizes are standardly equipped with resilient modules with replaceable seats and disc rubbers.Servicing of both seated OSY shutoff valves and /a"x 3/4"(16 x 19mm)meter. check modules do not require any special tools and are accessed Features via a single top entry cover.The device can be fitted with either approved UL Listed OS&Y Gates or Slow-Turn Gear Operated Ball Main Valve: Valve Assemblies and contains properly located resilient seated test • Gear Operated Ball Valve Shutoffs with Pre-Wired Tamper cocks along the main valve body. Switches(2) The auxiliary bypass line contains a 5/a"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 • Inline Serviceable /z" Backflow Assembly with installation techniques that comply with the latest edition of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product • Field Replaceable Seats&Discs installation and safety information available or the experience of a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage - NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing,in the experience of a trained product installer.You are required to United States.Before installing standard material product,consult • thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICES- - Inquire with governing authorities for local installation requirements Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, F1 R E&W/ATE R W Q R KSt 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 WAITS 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 A (FCCCHR-USC) pproved OS&Y Gate Valves(ANSI/AWWA C515 Compliant) •ASSE 1048 Listed FP:UL Approved Gear Operated Ball Valves • UL Classified(US&Canada) CFM: Cubic Feet per Minute 5B"x 3/4"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5,8"x 3/4"Water Meter(ANSI/AWWA •AWWA Standard C510 Compliant C700 Compliant) • CSA B64.5 LF: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY • NFPA 13, 14, 15, 16,20, 22&24 Compliant LM: No Water Meter Installed in Auxiliary Bypass Line • End Connections Gear-Operated Ball Valves–National Pipe Thread Taper ANSI/ASME B1.20.1 Example Ordering Descriptions • End Connections OS&Y Gate Valves–Compliant to ASME 2"3000BM1-OSY-GPM- Fitted with OS&Y Shutoff&Gallon per B16.1 Class 125&AWWA Class D Flange Minute Water Meter 0 aSSfFia 2"3000BM 1-FP-CFM-Fitted with Gear Operated Shutoff& G�U�SUS Pc Cubic Feet per Minute Water Meter 411> 1048 Approved C Gate Valves Friction Loss Assembly Flow Orientation Friction loss chart identifies valve performance based upon rated • Horizontal-Approved by FCCCHR-USC,ASSE, UL, FM, water Velocity up to 20fps IAPMO/cUPC Velocity of• Maximum service 5fpsw rate is determined by maximum rated •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 � • Check Modules: Engineered Plastics 1 18 I I l Pressure Specifications o 14 1 , • Max.Working Pressure: 175 psi ii 12 I I • Min.Working Pressure: 10 psi o. 10 I I • Hydrostatic Test Pressure: 350 psi ° 8 o s �j I I • Hydrostatic Safety Pressure Rating: 700 psi a 4 I l I Temperature Specifications o . . . . I. . . . ) . . . I • Continuous Operating Range:33°F-110°F(0.5°C-43°C) 0 20 40 60 80 100 120 140 160 180 200 220 240 260 gpm • Intermittent Operating Range up to 140°F(60°C)Must not 76 152 228 303 378 454 530 606 680 757 833 908 984 Ipm 7.5 16.3 24.5 fps exceed 12 hour duration Dimensions — Weights I I .1. .1. 6-01��: mo-1 n r •1 arlrie si - - I `t �1.\LIi1 1411 iii. —LTA MODEL SIZE(DN) DEMINSIONS WEIGHT ` A B C D IN. MM IN. MM IN MM IN. MM IN. MM LBS. KGS. 3000BM1-0SY 2 50 22% 575 109/ts 268 1113/6 300 131/2 343 85 38.6 3000BM1-FP 2 50 18% 479 8'/a 225 1113/16 300 41/4 108 35 15.8 _._.. _. FIRE a WATERWORKS A WATTS Brand USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.corn Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES A-30008-M1 1816 ©2018 Ames Fire&Waterworks tqco Worldwide Fire Protection Contacts www.tyco-fire.com Products Model RM-1 Riser Manifold Commercial and Residential General Optional Pressure Relief Kits feature a 175 psi pressure relief valve and trim Description components for convenient integration into commercial and residential riser v.; 10- The TYCO commercial and residential manifold assemblies. A Model RM-1 Riser Manifold provide The pressure relief valve, installed in the necessary waterflow alarm, pres- manifold assemblies above the nor- sure gauge, alarm test orifice, drain, mally closed test and drain or drain and sight glass equipment in a single valve, automatically bleeds system assembly for use in NFPA 13 corn- pressure exceeding 175 psi through a mercial sprinkler systems and in NFPA flexible hose connected to the mani- 13D/13R residential sprinkler systems fold drain outlet (Ref. Figure 5), reduc- _, - as follows: ing system pressure to 175 psi. ��- NFPA 13* • 1-1/2 Inch (DN40) NOTICE Male Thread x Female Thread The Model RM-1 Riser Manifolds • 2-6 Inch (DN50-DN150) described herein must be installed Groove x Groove and maintained in compliance with this document,as well as with the applica- NFPA 13D ble standards of the National Fire Pro- • 1 Inch (DN25) tection Association(NFPA), in addition Female Thread x Female Thread to the standards of any other authori- ties having jurisdiction.Failure to do so • 1-1/2 Inch (DN40) may impair the performance of these , a Male Thread x Female Thread devices. • 2 Inch (DN50) The owner is responsible for main- Groove x Groove taining their fire protection system and devices in proper operating con *Although the Riser Manifold described in this techni- dition. Contact the installing contrac- '.. cal data sheet is intended for NFPA 13 sprinkler sys- g tems,it may be used for NFPA 13D or 135 residential tor or product manufacturer with any a sprinkler systems,where a test orifice of 2.8K or 4.2K questions. is acceptable. . , The variety of sizes and grooved end Technical connections allow cost effective and easy transition to check valves,control Data valves, and system piping. The Model RM-1 Riser Manifolds may be installed Approvals either horizontally (flow switch on top) UL and ULC Listed or vertically(flow going up)orientation, FM Approved for both single sprinkler rises and floor Listed by California State Fire Marshall control in high-rises. Maximum Working Pressure 300 psi(20,7 bar) Test Orifice 1-3 Inch(DN25-DN80)Manifolds:2.8K 4-6 Inch(DN100-DN150)Manifolds:4.2K Finish Red Painted Page 1 of 8 FEBRUARY 2017 TFP963 TFP963 Page 2 of 8 Nominal NO DESCRIPTION P/N Nominal End Nominal Dimensions Drain 1 300 psi/2000 kPa Riser Connections Inches Size Water Pressure Gauge..90050001 Size (mm) Inches 2 Test and Drain Valve, Inches (DN) Model TD-1: (DN) 1-1/2-3 Inch Inlet Outlet A B C D E F G H (DN40-DN80) 1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 Size Manifolds, (40) MN PT FN PT (254) (394) (57) (143) (213) (381) (111) (32) q_16Inch8KOrifice A61G0420 2 Groove Groove 13 18 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 (DN100-DN150) (50) (330) (457) (53) (143) (213) (388) (111) (32) Size Manifolds, 2",4.2K Orifice A61 G0601 2-1/2 Groove Groove 13 18-1/16 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 3 Flow Switch,VSR-M: (65) (330) (460) (53) (143) (213) (388) (111) (32) 1-1/2"(DN40) 91144815 2"(DN50) 91144802 (80) Groove Groove (330) (460) (53) (150) (219) (400) (111) (32) 2-1/2"(DN65) 91144825 3"(DN80) 91144803 4 Groove Groove 13 20-1/4 4-1/4 6-3/4 10-3/4 18-3/8 5-3/16 2 4"(DN100) 91144804 (100) (330) (514) (108) (172) (273) (467) (132) (50) 6"(DN150) 91144806 6 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 Field Replaceable Groove roove Groove (330) (514) (108) (197) (300) (533) (172) (50) Retard/Switch 91144800 II OUTLET 1 n r� � i 13 OPTIONAL 1) PRESSURE '� 72 0} >I RELIEF TRIM �V CONNECTION 1.10.10 t rin 11111113,4 I II) r pill I A B (ElS 2 f II-PIP-75j •i•�1 O 0071 ) Imo' 1 b li la illiarmix INLET C Millf G H D - E , - F FIGURE 1 MODEL RM-1 COMMERCIAL RISER MANIFOLDS 1-1/2-6 INCH(DN40-DN150) TFP963 Page 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1"NPT 1 CONNECTION (FEMALE) `_, =N 1 i IRf. MEIN NO DESCRIPTION P/N M 10" 2 -• 7 1 300 psi/2000 kPa 11" Water Pressure Gauge..90050001 ■WI (25140m" )!im rI (280 mm) 2 Ball Valve,1"(DN25)....97111603 liel NPT '''— p 3 Flow Switch,VSR-M, _� 1"(DN25) 91144801 Mall 4 Field Replaceable ii' Retard/Switch 91144800 2-1/2" 1�(64 mm) DRAN 3-3/4" 3-7/8" _ (96 mm) 3,4 (100 mm) 1" NPT 4-5/8" (FEMALE) (118 mm) 10-1/8" (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) OPTIONAL PRESSURERELIEF 1 TRIM 1-1/2" NPT CONNECTION (FEMALE) • .. NB � � 111110--,1 moot�\/I13-1/4" (337 mm) NO DESCRIPTION P/N — 10" r11 11 A 0 ii 1 300 psi12000 kPa Water Pressure Gauge..90050001 MINE (254 mm) 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 2 III 7/16" 4 Field Replaceable (11mm) — Retard/Switch 91144800 1 mod U 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 1 ' 2" (GROOVED) / r OPTIONAL 'i ' PRESSURE !II;11r ..■��O�sl S' RELIEF TRIM 111...1114c /�/ CONNECTION so m 16" I I (406 mm) NO DESCRIPTION P/N 13" 1 300 psi/2000 kPa (330 mm) Water Pressure Gauge..90050001 MIMS 2 Ball Valve.1"(DN25)....97111603 3 Flow Switch,VSR-M, III 2"(DN50) 91144802 ��� 2 • 4 Field Replaceable + 1173111111111.5 Retard/Switch 91144800 ■fixi 1/2" rill �imommi � (13 mm) 3-7/8" 4-1/8" 3,4 (100 mm) 1 y (105 mm) 2" NPT 5" (GROOVED) DRAIN (127 mm) 11-7/8" - (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Manifold Notes: Step 1. Install the manifold body with Where applicable pipe thread sealant the flow arrow pointing in the down 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 anypiping component Step 2. Connect the drain line and on this section. p p gcommercial manifolds set the Model nor correct or modify any piping defi- TD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing position or on residential manifolds installed either horizontally(flow switch and draining the system. on top)or vertically(flow going up).The close the drain valve. inlet of the Riser Manifold maybe con- Provisions for an alarm test flow on Residential Models must be made. Step 3. Refer to Figure 6 for wiring netted directly to a shut-off control valve. The alarm test flow is to be through guidance.All wiring must be performed an orifice having a flow capacity equal in accordance with the authority having to or smaller than the smallest orifice jurisdiction and/or the National Electri- sprinkler in the system. One of two cal Code. options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an 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(DN1 -DN150) 5 1"x Close Nipple 1001025-01 Size Manifolds, Ow I (/�� 1/2"x 30" 1001266-01 �J 4 Figure 323 Reducing Tee, r,1 �`�� MODEL RM-1 Grooved x NPT Threaded: ���- 0��! ._ RESIDENTIAL 1-1/2-3 Inch(DN40-DN80) ��( y<� !r.�Size Manifolds, 0 `�'� RISER MANIFOLD 1-1/4"x 1-1/4"x 1/2" 3231305GSfir 2 4-6 Inch(DN100-DN150) 1 Size Manifolds, i`�! 2"x 2"x 1/2" 3232005GS i( � 5 Figure 577 Rigid Grooved � �,( `/ \"� CACoupling: 3 II la 1-1/2-3 Inch(DN40-DN80) 5 / �k Size Manifolds, 4161 � l 1-1/4" 57713AGCP / � 4-6 Inch(DN100-0N150) 3 ( ` Size Manifolds, 2" 57720AGCP 2 5 I til 4 %...0 FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressure manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressure relief trim components Relief Trim in this procedure. described in this procedure. Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi- female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2) in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close For assembly in Riser Manifolds grooved outlet of manifold TD-1 test Nipple(5) in valve outlet. installed and in service, verify the fire and drain valve as applicable and install Step 4. Install Figure 815 Reducing protection system is de-pressurized Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align and drained. Close the system supply on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- control valve,set commercial manifold ure 577 Grooved Coupling (5), align- sure relief valve outlet port.Reconnect ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- test and drain valve to DRAIN or open residential drain valve to relieve resid with pressure relief valve outlet port. let as necessary. ual pressure and drain system. Make Reconnect drain piping to Figure 323 Step 5. Install 1/2 inch x Close Ni p- certain that drainage water will not tee drain outlet as necessary. pies (2) in pressure relief valve outlet cause any damage or injury. Note: Refer to Technical Data Sheet port and in Figure 815 reducing tee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. for other requirements when closing a installation and assembly instructions. Step 6. Install Flexible Hose (3) by fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 inch x placing system in service. threading female ends onto 1/2 inch close nipples installed on relief valve Apply thread sealant or TEFLON tape x close nipple installed on relief valve outlet port and Figure 815 reducing tee on all threaded connections, with the outlet port and onto Figure 323 reduc- branch outlet. exception of internally sealed flexible ing tee branch outlet. Note:Assure Flexible Hose is not sus- hose connections. Note:Assure Flexible Hose is not sus- ceptible to being caught or snagged by ceptible to being caught or snagged by other moving equipment. other moving equipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not \�%` SEPARATE permitted to be looped around CONDUCTORS CLAMPING the terminal and serve as two 4116.*PLATE \ separate connections.The TERMINAL-.,ANN., wire must be severed to serve INCOMING as two separate connections. \\ ;\` thereby providing supervision of the connection in the event `� that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLE/VISUAL ADDRESSABLE NEUTRAL ANNUNCIATOR MODULE WHITE WHITE BLACK MO H w — GJ cc ¢w Uml J II BLACK O l o? lJ C) 1� (LINE/HOT) D O L U Z 0 JD O0z J D Q // Q / O // I \ 0 0 O O V V V— 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 VCs' C NOTE: \`^'/ 0 © ® g CD When connecting to a UL Listed control panel, use panel resistor rating for circuit supervision NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. FIGURE 6 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLD WIRING GUIDANCE TFP963 Page 7 of 8 -- /MIME Miniiiiik, DRAIN (a) A OO woi ii 0 •iii ON YJ kiiiiii, 531 OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED ON DETENT ON DETENT ON DETENT .s 1:::1-4 kW _ LiI�r h r MODEL TD-1 _ .:I, � TEST AND DRAIN C) int 1 �� VALVE )♦� o MIIIIIMNIII o �I110 o III irig iiii ikiii is �j SIGHT FLOW C:E111M113) C/IIIM-3) ctim3) ip., 1 ., . ,.. , a a DRAIN w al SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD /� TD-1 TEST AND DRAIN VALVE OPERATION Vane 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 questions. Alarm/Flow Test Procedure Sep 1. odel TD-1 T he TYCO Riser Manifolds RM-1 must be It is recommended that automatic Dean Valve Place int henTEST posit on t(Reff.. serviced and maintained in accordance sprinkler systems be inspected,tested, Figure 7). On residential assemblies with this section. and maintained by a qualified Inspec- without a test orifice,temporarily install Before closing a fire protection system tion Service in accordance with local a test orifice in the drain outlet and fully control valve for inspection or main- requirements and/or national codes. open the Drain Valve. Make certain tenance work on the fire protection Note: No attempt is to be made to that drainage water will not cause any system that it controls, permission to repair any Riser Manifold component damage or injury. shut down the effected fire protection in the field. Only the pressure gauge, Step 2.Verify operation of associated system must first be obtained from waterflow alarm switch, or relief valve alarms. the proper authorities and all person- can be replaced.If any other problems nel who may be affected by this action are encountered the entire riser mani Step 3. Verify that the residual (i.e., must be notified. fold must be replaced. flowing)pressure indicated by the pres sure gauge is no less that originally After placing a fire protection system The alarm/flow test procedure will recorded for the system when it was in service,notify the proper authorities result in operation of the associated first installed. and advise those responsible for moni- alarms. Consequently, notification toring proprietary and/or central station must be given to the owner and the fire Step 4. Close the Drain Valve on the alarms. department, central station, or other Residential models and the Test and The owner is responsible for the signal station to which the alarms are Drain valve on commercial models. inspection,testing,and maintenance of connected, and notification must be Step 5. Verify that the static (i.e., not their fire protection system and devices given to the building occupants. flowing)pressure indicated by the pres in compliance with this document, as The following inspection procedure sure gauge is no less that originally well as with the applicable standards must be performed as indicated, in recorded for the system when it was of the National Fire Protection Associa- addition to any specific requirements first installed. tion (e.g., NFPA 25), in addition to the TFP963 Page 8 of 8 Limited Ordering Optional 175 psi Pressure Relief Kit Specify: Pressure Relief Kit, Model Warranty Procedure RM-1 Riser Manifold,(specify Commer- cial or Residential application),(specify For warranty terms and conditions,visit Contact your local distributor for avail- size range), P/N (specify): www.tyco-fire.com. ability. When placing an order, indi- Commercial cate the full product name, including 1-1/2-3 Inch(DN40-DN80) 40721 description and part number(P/N). 4-6 Inch(DN100-DN150) 40731 Riser Manifolds Residential Specify:Size(specify)Connection Type 1-2 Inch(DN25-DN50) 40711 (specify inlet x outlet)Model RM-1 Riser Replacement Parts Manifold, P/N(specify): Specify: Model RM-1 Riser Manifold Commercial (specify part description), P/N (specify 1-1/2 Inch(DN40)MT x FT.............40551 from Figures 1,2,3, 4 or 5) 2 Inch(DN50)G x G 40601 2-1/2 Inch(DN65)G x G 40611 3 Inch(DN80)G x G 40621 4 Inch(DN100)G x G 40651 6 Inch(DN150)G x G 40661 Residential 1 Inch(DN25)FT x FT 40671 1-1/2 Inch(DN40)MT x FT 40571 2 Inch(DN50)G x G 40591 GLOBAL HEADQUARTERS 1400 Pennbrook Parkway,Lansdale,PA 19446 1 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 a Firelsocklk heck Valves c UL us FM (VdS) LPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717—cULus,FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus,FM,VdS, LPCB X 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"/80 mm(Series 717H)and 21 765 mm—12"/300 mm(Series 717)sizes. Series 717H valves are cULus Listed and FM Approved for service up to 365 psi/2517 kPa.See chart below for approved services for the Series 717 valves. In both valve designs,the single-disc mechanism incorporates a spring-assisted feature for non- slamming operation.This spring-assisted,single-disc design achieves a leak-free seal with as Series 717 little as 5ft/1.5m of head.Series 717 and 717H FireLock Check Valves can be installed either (21/2—3"/65—80mm) 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 • �b Style 744 FireLock flange adapters on either end. Series 717 (4—12"/100—300 mmi Approval/Listing Service Pressures .: Series 717H Size cULus FM LPCB E yds 2750 mm up to 365 p9i/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa 2 h"/65 mm up to 365psi/1511 kPa up to 365 psi/2517 kPa up to 365 psi/2511 kPa ' up to 365 psi/2517 kPa 761 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa Series 717H High Pressure Check Valve 3780 mm up to 365 psi/2517 kPa upto365psi/2517kPa upto365psi/2517kFa upto36575 psi/2517 (2-30-80mm) 4%100mm n/a n/a Na...._ na ...._ 57125 mm Na a Na na 139.7mm Na n/a Na n/a _... 67150 n/a n/a n/a 1651 mm -... N Na Na 8"200mm Na Na Na- Na ..__ 10/250mm n/a Na n/a Na 127300mm Na Na Na Na Approval/Listing Service Pressures Series 717 Size s, H it...'x.v - Y;.1r 6 �s Wil 1....1,PeEt, � ``T�E 2750 mm n/a Na t n/a n/a 2 1/2765 mm up to 250 psi/1725 kPa n/a up to 365 psi/2517 kPa n/a I6 1 rnm up to 250 psi/1725 kPa - n/a up to 365 psi/2517 kPa up to 16bar/232 psi 3780 mm up to 250 psV1725 kPa n/a up to 365 psi/2517 kPa up to 16bar/232 psi 47100 mm up to 365psV2517kPa up to365psi/2517kPa ! up to 365 psi/2517 kPa up tol6bar/232psi 57125 mm up to 365 psi/251/kPa up to 365 psi/2517 kPa up to 365 psi/2577 kPa n/a 1397mm up to 365psi2517kPa up to 365 psi/2517 kPa upto365psi/2517kPa up tol6bar/232psi . 67150 mm up to 365 psV2517 kPa up to 365 psi/2517 kPa u to 365 psi/2517 kPa up to l6bar/2 - -� 1651 mm up to 365psi2517kPa upto365psi/2517kPa o365psi/2517kPa n/a 8'%200 mm up to 365 psi2517 kPa up to 365 psi/2517 kPa up to 348 ps17400 kPa up to 16bar/232psi 107250 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 psV1725 kPa ' up to 250 psi/1725 kPa up to 1725 kPa/250 psi n/a JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date WWW.VICTAULIC.COM //,/ VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. \J 'cta1,1l1Ci REV_P 10,08_1 IPS CARBON STEEL.PIPE-FIRE PROTECTION VALVES 1 0.08 L ® -n SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB DIMENSIONS- Series 717 x. Approx. re-A� t B Size Dimensions-Inches/millimeterWgt.Ea. I '5O ? ii, i TYPICAL 2'k-3765-80 MM 21/2 2.875 3.88 4.26 3.57 _ - - 3.6 65 73.0 99 108 91 - - ' 1.6 A " 3 3.500 4.25 506 3.57 3.6 -. 3.000 3.88 4.2 RI°® .._. .. 6 4.17 0111 ;14 _ 4.5 lad + 80 88.9 108 129 106 _ - - _ _ 2.0 II.//���/y 4 4500 9.63 6.00 3.88 2.75 3.50 2.00 450 3.50 ' 3.35 20.0 ��� (�� ����D 100 114.3, ' 245 152 99 70 89 51 € 114 89 85 9.1 5.563 10.50 6.80 4 50 4.17 2.15 5.88 4.08 3.98 270 I.-K-J © I 141.3 267 173 114 € 106 55 149 104 101 123 < B--r -moi/k- 0 139.7mm 5.500 ' 10.50 6.80 € 450 - 4.17 2.15 5.88 408 398 27.0 C 1/2"NPT Upstream Drain 139.7 267 173 ( 114 1 106 55 149 104 ) 101 12.3 0 €/z"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(Drain Optional) 150 1683 . 292 203 127 114 61 169 120 , 99 17.2 6.500 11.50 8.00 5.00 - 4.50 : 238 6.67 4.73 3.89 38.0 TYPICAL 4-8'/100-200MM 165.1 mm 165.1 , 292 203 127 114 61169 120 - 99 1/2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 1 8.85 5.65 5.75 64.0 < A ' 200 219.1 356 251 154 128 144 55 225 144 146 29.0 Will% IIIA`- II. t 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 j _ 100.0 25012 _273.0 2.750 432 305 180 151j. 170 55 ( 277 171 45.4 14-17->1 O/ Ili ", II D E 300 1323 9 49519.50 1356 4.00 205 176.96 1 (..._194 64 1 281....5 196 - 630 0 k-K sl fi i 1 p ..-..-B -e.J;-n- Cl 'i'NPT Upstream Drain 0/"NPT Downstream Drain TYPICAL 10-127250-300 MM DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.Ea. A <-B- s li r11 2 8.66 6.46 3.23 1.48 3.02 2.80 : - 4.25 10.7 �I E ` W., 60.3 219.8 164.1 82.1 . 375. 767 710 1080 4.9 ��� �, `� 2/z 9.37 6.94 3.31 1.66 3.40 338 ( - t 4.38 1 13.8 : 73 238.0 176.3 84.1 42 2 86.4 859 111.3 : 6.3 RFJ _ __ m _ ..,_}... _ ..__.. ...._ 76.1 mm 9.37 6.94 3.31 1.66 3.40 3.38 _ 1 4.38 13.8 238.0 170.3 84.1 42.2 86.4 85.9 111.3 I 6.3 TYPICAL 2"/60.3mm-3"/88.9mm - _ -- -; - -. _..._ ,._.. .- _,.- ._.. 3 9.62 7.44 353 1.91 3.65 3.38 ,I..63( _ ! 4.63 [( 20.0 88.9 244.3 °' 189.0 89.7 48.S 92.7 85.9 ( 117.6 ) 9.1 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. \/ ,_, la 10.08_2 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 1 0.08 FireLock° Check Valves SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB • MATERIAL SPECIFICATIONS Body:Ductile Iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. Body Coating:Series 717H Body:Black Paint Series 717H Endface:Electroless Nickel Series 717(21/2—3"):PPS Coating Series 717(4—12"):Black Paint Body Seat:Series 717H—Nitrile 0-ring installed into an electroless nickel plated endface Series 717(21 —3"):PPS Coated ductile iron Series 717(4—12"):Welded Nickel Disc Seal or Coating: • Grade"T"Nitrile(Series 717H ONLY) Nitrile(Orange color code).Temperature range—20°F to+180°F/-29°C to+82°C.Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range;except hot,dry air over+140°F/+60°C and water over+150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. • Grade"E"EPDM(Series 717 ONLY) EPDM(green color code).Temperature range-30°F to+230°F/-34°C to+110°C.Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services.NOT RECOMMENDED FOR PETROLUEM SERVICES. Services listed are General Service Recommendations only.It should be noted that there are services for which these gaskets are not recommended.Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: • Series 717H(2—3750—80mm):CF8M Cast Stainless Steel • Series 717(211—3"):Aluminum bronze with elastomer seal • Series 717(4—127100—300mm)Elastomer-coated ductile iron Shaft: • Series 717H(2—3750-80 mm):Brass • Series 717(21/2—3"):Type 416 Stainless Steel • Series 717(4—127100—300mm)Type 316 Stainless Steel Spring:All sizes Type 302/403 Stainless Steel Shaft Plug: • Series 717H(2—3750—80mm):Type 416 Stainless Steel • Series 717(21/ —12765—300mm):Carbon steel zinc plated Pipe Plug: • Series 717H(2—3750—80mm):carbon steel zinc plated • Series 717(4—127100—300mm):Carbon steel zinc plated www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. �Ct�31lJ� C REV_P _ .e 10.08_3 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 FireLock® Check Valves SERIES 717–cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE–cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. S717H/717HR 10 vi d F F� F LU y 3 V) N CC O O. 0.1 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 100.00 r_ _T ...... 10.00 — h°� � �0°= I I -- _...-. `L. I, Lu cc d I — 1.00 100 1000 10000 FLOW RATE(Litres/Min) www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. iCtbluItC" 10,08_4 IPS CARBON STEELPIPE-FIRE PROTECTION VALVES 1 0.08 r ® Check Valves SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. S717/717R 10 H . / / MEM_ Ln a FF vl l 3 w __ N r �� - _- ALIWcca 0.1 ( ��� 10 100 1000 10000 100000 FLOW RATE-G.P.M. 5717/717R 100.00 i , - I o �� IN T f . r II / '-r - - I - F F 1C 1 A N F F , f .., Fo � oyOAms, ,9 __.4:, OFry -� ��J 10.00- w .� 47 bw' 4tpI_v11 tiei N Ln 1 .rliAl/ Alii' cz --- 1.00 , 1 pI , 1 X11 10.00 100 1000 10000 100000 FLOW RATE(Litres/Min) www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.C 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ictaulaC` REV_P 10.08_5 19 08 (4..itp.„a.�� A ""Luk i,5 "'«.. k 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 lctauf ic° VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. `\//„� 10.08 Open Snoot Assembly J FNPT x FNST* Connection FPPI 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 21/" NPT female thread. Comes standard with 21/2" NST female swivel. Kit includes: open �•„; snoot, 2 1/2" brass plug with chain, and 21/2" FDC Brass Wall Plate. 0 b. 1 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: snoot is being attached are liberally coated with a pipe thread sealant such as Cast Brass PipeFit Thread Sealant with PTFE or PTFE Thread Sealant Tape.Tighten the Size: snoot until hand tight. Tighten one additional turn past hand tight to achieve a 21/2 FNPT x F Swivel* water tight seal of the threads. DO NOT OVER TIGHTEN! Over Tightening may *Available Swivels: cause thread failure as well as cracking of the snoot body. NST 3.0686"x 71/TPI BCT 3.000"x 8 TPI CLV 3.078"x 8 TPI DET 3.125"x 71/2 TPI ONT 3.125"x5TPI PHX 3.062"x 6 TPI QST 3.031"x7TPl TEM 3.075"x 6 TPI Check thread dimensions for other 21/2"applications. H•loom - -aliw 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599-1168 ------ +1 800 344-1822 FAX+1 800 344-3775 ©2012 Fire Protection Products,Inc. TTTTTT a . I T tqco Worldwide Fire Protection Contacts www.tyco-fire.com Products BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technicalro Description Data TYCO CPVC Pipe and Fittings pro- Sizes 9i duced by Tyco Fire Protection Prod- 3/4 Inch thru 3 Inch ucts (TFPP) are designed exclusively Maximum Working Pressure4. 9n for use in wet pipe automatic fire 175 psi I sprinkler systems. The TYCO CPVC ' Approvals UL and and Fittings are produced from nnd C-UL Listed BLAZEMASTER CPVC compound FM Approved - that is a specially developed thermo- LPCB Approved plastic compound composed of post NSF Certified � "� chlorinated polyvinyl chloride (CPVC) MEA Approved 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 in the plumbing trade. Various adapt- Pipe: be to be installed in accordance with ers are available to connect CPVC ASTM F442,SDR 13.5 Installation Handbook IH 1900 dated pipe to metallic piping.All female April 2016. p g. 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. tilee BLAZEMASTER is a trademark of The Lubrizol Corporation. Firs Protection Products ZAHNVO® SIDEWINDER® FOR WOOD -Horizontal Application Application Product Features Not less than 2"nominal width •No pre-drilling required. ...--z..,...:....'..:..'.,...'...'..,..:„,,.,... (1-1/2")up to 3-1/2"pipe;not less than ° d ) 3°(2-1/2")nominal width 4"&5"pipe )41 2418 Quick to install using the Sammy' r 4-1' Floor Deist li.tal . Nut Driver with an 18V cordless 1ll "Astroliii Minimum 2-1/2°from bottom forrw drill/drivel branch lines Minimum 3°from bot 41 tom for main lines Exception:This imRSaeedvthesuocdetsism.iensfrtaolmlattiorandcitiosontsa.1 ::' ja:11,1:::,,,.,L.-#1-1,1:,#::„..0,!fi:Titi:,,i4,,,,iki,,!:;1, equirement shall not apply to 2°or Wthickernailingstnpsrestingontopof44 `,,steel beams. �1 401) 1/ '-;,,,,o,,,„- - •Made in the U.S.A. Composite '. Consult uss man r recommended insgli,AilliaMq -1,,, - Pre-dolling may be required tor Mod& 5At., cu roc ovai Oft pager1 .' Watch a video demonstration at J www.itwbuildez.com) Lu 111 Rod Part 1� Approvals Model Screw Ultimate UL Test Box Case ,w Size Number Descriptions Pullout(Ibs) Load(lbs) Qty Qty +/ ,.,m 1.4 8019957 SWG 200 174 x 2" 1725 (Fir) 25 125 it t `.' 3/ 8" 8020957 SWG 10 114 x 1" 622(Fir) 300 25 ti Q 388021957 SWG 20 1/4 x 2" 1725 (Ar) 1050 25 125 30 8073925 SWG 20-SS 1(4 x 2 1725 (Fir) 850 25 a r . 14 QQ. 3:8'" 8022925 SW0 25-380 378 x 2-1 2'' 2249 1,F115 1500 25 125 #14 SW Red — 3/8" 8023925 SWG 30 1/4 x 3 1884 Or 25 Nut Driver P,,1,146;, � x b Part#8114910 *may require predrilling:consult joist manufacturer. W C SAMMYS SWIVEL HEAD?'" FOR WOOD -Swivel Application Z GP Application Product Features a , 81�, •Eliminates distortion of threaded rod. ..,,7-,...:.;.iikk'. •Accommodates up to 3'1/x 12 pitch roof. •Allows 17°deflection from vertical.I� I 11 ata 1 1. •Saves time from traditional methods. : 1111 .!. = mu . •Reduces installation costs. 4 I HANGER „ ns" •Made in the U.S.A. r vs Approvals Rod Far Screw uitimate ULfest Load FM Test Min Box Case W Size Number Model Descriptions Pullout(lbs) (lbs) Load(lbs) Thickness Qty Qty am #14 Black Q.' 3/8 8139957 SH GST 20 1/4 x 2"., 1257(Fn) 1050 1475 25 125 !'Jt Nut Driver 3/8' 8141957 SH-G8, 1/4 xli 1720(Fir) 1500 1475 25 125 Part#8113910{ y 1903 Dim,Lumberx 3/8"* 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 25 125 Dim.Lumber 8155000@ 45° 'w sem rlilli .. � 25 125 • 0 *May require preddlfng;consultjoist manufacturer. 814 OH OthInge Nut Driver Ct Part#8273910 Q 4 itt 5 To find a distributor near you,call 800-BUILDEX Pipe Hangers Fig.200- "Trimline"Adjustable Band Hanger (B-Line Fig.B317ONF) 0 T0t 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) USTED 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 Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: • (1/2" (15mm)thru 2" (5omm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design - �:! keeps adjusting nut from separating with hanger. Hanger is easily a t B - installed around pipe. __ For hanger with non-captured nut order Fig. 200S. A • (21/2" (65mm)thru 8" (200mm)) Spring tension on nut holds it securely in ;';.'�i , hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm)thru 8" (200mm)) in the USA(UL) and Canada (cUL)for steel and CPVC plastic pipe and Fig.200-1/2.200-3/4 Factory Mutual Engineering Approved(FM) (3/4" (2omm)thru 8" (200mm)). Fig.200-1 to 200-2 Fig.200-21/2 to 200-8 Conforms to Federal Specifications WW-H-1 71E &A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69& SP-58, Type 10. Maximum Temperature: 650°F 1343°C) � ��; 7it641:,-;lite Finish: Pre-Galvanized. Stainless Steell materials will be supplied with (2) hex nuts ; MICs in place of a knurl nut. rk t'F Order By: Figure number and pipe size f Designed to meet or exceed requirements of ' , f FM DS 2-0. :,---2-41*-iiiiIii4 i--ti - Fig.200 Fig.200C Fig.200E Pipe Size Rod Size A B Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-1/2 1/2" (15) 3/8"-16 31C8' (79.4) 25/8" (66,7) 11 (5.0) it LA 200-3/4 3/4" (20) 3/8"-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) if 1 200-1 1" 3 8 e (25) /8"-16 '3/8' (85.7} 2 18" (66.7) 12 (5.5) t. 200-11/4 11/4" (32) 3/8"-16 33/4' 194.0) 27/8" (73.0) 13 (5.9) `` 200-11/2 11/2' (40) 3/8"-16 37/8" (98.4) 27/a" (73.0) 14 (6.4) 200-2 2" 150) 3/8%16 41/2" (114.3) 3" (76.3) 15 (6.9) -'-- , 'VP: .., . 200-21/2 21/2" (65) 3/8"-16 55/8" (142.9) 41/8" (104.7) 27 (12.3) � � 200-3 3" (75) 3/8-16 57/8' (149.1) 4" (101.6) 29 (13.3) Fig.200S 200-31/2 31/2" (90) 3/8'-16 73/8 (187.3) 51/4' (133.3) 34 (15.6) 200-4 4" (100) 3/8"-16 73/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2%13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 6" 1150) 1/2"-13 101/8" (257.2) 63/4" 1171.4) 73 (33.4) 200-8 8" (200) 1/2"-13 131/8" (333.4) 83/4" (222.2) 136 (623) All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 21 -Line 1 Pipe Clamps Fig.28M - Offset Hanger&Restrainer for CPVC Plastic Pipe and IPS Steel Pipe** OTaLcci Size Range: 3/4° (20mm)thru 2" (32mm) C C)US 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 •A \ \ • Unique snap-on design holds pipe firmly in place and allows retrofit type of installation •The "Stand-Off" design eliminates the need for wood block extension • Can be installed on horizontal or vertical piping regardless of mounting surface orientation A •Attaches easily to wood structure with two hex head self-threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/is" (7.9mm)extension socket14 ' ).. / eliminating impact tool damage to pipe •Attaches easily to steel, minimum 18 gauge(1.024mm)with (2) 1/4"x 1" tek type self drilling tapping screws c i,_411.. •cULus Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1"screws are exposed, use Fig. 27B speed nut to secure s Approvals: Underwriters Laboratory Listed in the USA(UL)and Canada(cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, 138 and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. y' Fig.278 \ ,,Order By: Figure number and pipe size Patent#7,744,042 (2)Required v **With reduced spacing, consult factory. . ' ,i di i ---------- - T a a Lr---r't=-- J [1 Q a Hanger and Restraint rii d Application Fig.27B 0.E H----)-1 /'' Restraintas r--- (1)Required 14 -, { High Side of Hanger O. kt II Restraint V 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" 125) 21/8" (54.0) 3/16" (4.8) 31/2" (88.9) 6'-0" (1829) 12 (5.4) 28M-11/4 11/4" (32) 25/16° (58.7) 3/16" (4.8) 31/2" (88.9) 6'-6" (1981) 13 (5.9) 28M-11/2 11/2" (49) 27/16" (61.9) 3/16" (4.8) 37/8" (98.4) 7'-0" (2133) 14 (6.3) 28M-2 2" (50) 25/8" (66.7) 3/16" (4.8) 47/16"(112.7) 8"-O" (2438) 15 (6.8) * Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. ■ idLFire Protection Solutions 41 - ine by ULI.fil Pipe Clamps Fig.24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** ®TOLci Double Fastener Strap Side Mounted (B-Line B3183) COOS Size Range: 3/4"(20mm)thru 2"(50mm)CPVC pipe LISTED Material: Pre-Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. Approvals: Underwriters Laboratories Listed in the USA(UL)and , Canada(cUL)to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge(0.912mm)steel i using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of !=----. ' NFPA 13, 13R and 13D. i ' Features: Fig. 24 incorporates features which protect the pipe and ease installation.The flared edge design protects the CPVC pipe from " _ vi, n, any rough surface. Easily attaches to the building structure using the , two UL Listed hex head self threading screws*furnished with the ' ---- - :., RESIDENTIAL AUTOMATIC SPRINKLERS MODEL GL4110 & GL4914 FIRE PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Model GL4110 and GL4910 Residential Sprinklers have a low profile yet durable design which utilize a 3mm frangible glass ampule as the thermosensitiveelement. Theyfeatureeconomy, aesthetics and low flow. 7. 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- ii klers have metthe strict requirements of Underwriters Laboratories Inc.as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626,and should be used accordingly. These sprinklers should also be installed in accordance with the appropriate NFPA Standard 13, 13D or 13R and under the direc- tion of the approving authorities having jurisdiction. RESIDENTIAL The heart of Globe's Model GL4110 and GL4910 sprinklers PENDENT proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pres- sure within the ampule exceeds the strengthoftheglasscausingthe glass to shatter. This results in water discharge which is distributed in an approved pattern. -SII , i lila' TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Rating - 155°F(68°C), 175°F(79°C). 0 Water Working Pressure Rating - 175 psi (12 Bars). •Factory tested hydrostatically to 500 psi (34 Bars). RESIDENTIAL Maximum low temperature glass bulb rating is-67°F(-55°C). RECESSED PENDENT Frame - bronze Deflector- brass ® Screw- brass •Bulb seat-copper Spring - nickel alloy • Seal-teflon •Bulb-glass with alcohol based solution, 3mm size. *Escutcheon Assembly-steel •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLESPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY RED �K � � � INTERMEDIATE 7 T' L ,�� ° YELLOW °'� ,i` - ��.6° l 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 . FAX989-846-9231 SEPTEMBER 2010 A-1 BULLETIN GL4110/GL4910,REV.#6 RESIDENTIAL AUTOMATIC SPRINKLERS MODEL GL4110 & GL4910 PENDENT* RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN K FACTOR THREAD LENGTH FINISHES 155°F 175°F 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' x 16' 14 G.P.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT 12'x 12' 13 G.P.M. -7 P.S.I. 14' x14' 14 G.P.M. - 8.2 P.S.I. GL4910 16' x 16' 14 G.P.M. - 8.2 P.S.I. 18'x 18' 18 G.P.M. - 13.5 P.S.I. 20' x 20' 20 G.P.M. - 16.7 P.S.I. *WHEN THESE SPRINKLERS ARE USED IN NEPA 13 SYSTEMS,A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. CROSS SECTION ORDERING INFORMATION 2 -2/'6' Dia. SPECIFY v tis ®Quantity Model Number = Style 29/22 °Orifice = Temperature • Finishes desired •Quantity-Wrenches- P/N 325390 .:. •Quantity - Recessed Wrenches - P/N 325391 •Quantity-Proctective Caps-P/N 327109-CAP „BM N (Friction Fit Recesed) r 5/8 MAX_ "�' /T GLOBE® PRODUCT WARRANTY I } Globe agrees to repair or replace any of its own manufactured products found to be defective in mate- NC rial or workmanship for a period of one year from date cu° of shipment. Rr " . For specific details of our warranty please refer to 1/2 ADJUSTMENT RECESSED PENDENT Price List Terms and Conditions of Sale(Our Price List). 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.corn SEPTEMBER2010 PRINTED U.S.A. BULLETIN GL4110/GL491 0,REV.#6 QUICK RESPONSE AUTOMATIC SPRINKLERS '� GL SERIES UPRIGHT PENDENT VERTICAL C L SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically P. _ pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and 3 is available in various styles, orifices, temperature ratings and '� ` finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that d - contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal _ais pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL See reverse side for Approvals and Specifications. SIDEWALL *Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) _10 .,, Ap. 0 DS 1 *Water Working Pressure Rating - 175 psi (12 Bars) •Factory tested hydrostatically to 500 psi (34 Bars) *Maximum low temperature glass bulb rating is -67°F (-55°C) QUICK RESPONSE *Frame - bronze • Deflector- brass • Screw - brass HORIZONTAL LPC/CE *Lodgement Wire - stainless steel * SIDEWALL HORIZONTAL *Bulb seat - copper * Spring - nickel alloy * 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 = ` .� = ORANGE/RED 9, 'INTERMEDIATE oa YELLOW/GREEN HIGH ' BLUE ',, , 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 i FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 QUICK AUTOMATIC SPRINKLERS GL SERIES UPRIGHT. PENDENT. VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester 3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) Black Polyester 2,3 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. I HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. a 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 GL5627u 5.6 LH/OH X X X X X — — X X — GL8127§ 8.1 LH/OH X X X X X X — — — — CONVEN11ONAL GL5624 5.6 LH/OH X X X X X — — X X — (OLD STYLE) GL8125 8.1 LH/OH X X X X X — — X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. 1PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE®PRODUCT WARRANTY SPECIFY *Quantity * Model Number * Style Globe agrees to repair or replace any of its own manufactured Orifice * Thread Sizes • Temperature products found to be defective in material or workmanship for a a Finishes desired period of one year from date of shipment. ®Quantity-Wrenches- P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 L. 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.corn JUNE2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 QUICK RESPONSE ,L G. AUTOMATIC SPRINKLERS mmum GL SERIES DRY TYPE FIRE SPRINKLER CORPORATION HORIZONTAL SIDEWALL RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler is designed for use in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinarya_ horizontal pipe nipples. * . The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkle - . ,, �. utilizes a 3mm frangible glass ampule as the thermosensitive element. This 1 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 amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. QUICK RESPONSE DRY SLEEVE & SKIRT TECHNICAL DATA HORIZONTAL SIDEWALL 6 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). t. Water Working Pressure Rating 175 psi (12 Bars). � #� - • Factory tested hydrostatically to 500 psi (34 Bars). ,„ i Maximum low temperature glass bulb rating is -67°F (-55°C). ` • Frame - bronze ® Deflector - brass • Screw - brass • Bulb seat - brass • Spring -teflon coated nickel alloy QUICK RESPONSE • Retainer - brass o Pin - stainless steel • Torsion spring - stainless steel DRY RECESSED • Bulb - glass with alcohol based solution, 3mm • Orifice insert - brass HORIZONTAL SIDEWALL • 314" NPT or 1" NPT • Outer tube - galvanized steel pipe • Inner tube - stainless steel • SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARYi � ORANGE/RED � � '1-'.:0:' 8 INTERMEDIATEt72,,,i: 4 ::: YELLOW/GREEN ;11!.,-,,77;:,..,:i.-4,-,::;1:-::±1177:-.-,74,11: '��j 1 7® �� 1� �� � fit(' HIGH ' '14 BLUE ,,„ ;y , ,`10` 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 0 FAX 989-846-9231 JULY 2010 A-58 BULLETIN GL5641, REV. #14 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES DRY TYPE SPECIFICATIONS NOMINAL "K' FACTOR THREAD SIZE LENGTH FINISHES cULus Factory Bronze 5.6 (80 metric) 3/4" or 1" NPT Variable to 48" Satin Chrome' Bright Chrome FM White Polyester 8.1 (116 metric) 1" NPT Variable to Black Polyester 36" Lead Coated2 NOTE: Metric Conversions are approximate. "Finishes available on special order` cULus listed corrosion resistant: Polyester must be specified on order. 'Lead Coated is UL approved only. APPROVALS STYLE SIN CODE K FACTOR THREAD SIZE 135°F 155°F 175°F 200°F 286°F *FM cULus 57°C 68°C 79°C 93°C 141°C HORIZONTAL GL5641 5.6a 1" NPT X X X X X X X SIDEWALL GL5642 5.6a 3/4" NPT X X X X X - X GL8141 8.1h 1" NPT X X X X X - X RECESSED GL5641 5.6a 1" NPT X X X X X X X HORIZONTAL GL5642 5.6a 3/4" NPT X X X X X - X SIDEWALL GL8141 8.16 1" NPT X X X X X - X NOTE:°Listed for light hazard only with deflector from 4"-12"below the ceiling. *Listed for light and ordinary hazardM with oved 15 from 4"-12"below the ceiling. IMPORTANT INSTALLATION DATA 'Recessed Horizontal Sidewall-FM Approved 155'F and 200`F only. Horizontal Sidewall-FM Approved 155°F,200"F,and 286'F only. Globe GL Series Dry Horizontal Sidewall sprinklers should be installed in accordance with the requirements set forth in CROSS SECTIONS NFPA 13. These sprinklers are to be installed using a pipe wrench applied to the outer tube. When this is not possible,the % "° proper sprinkler head wrench may be used with extreme care for lengths up to approximately 18". Excessive force may distort .. % E �c r'fi" the frame thus destroying the unit. + ,/ f When installed in a wet system extending into a freezing area see chart on Dry Caution Sheet for minimum exposed 3 "• ; �_ barrel length to prevent ice plugs. Please refer to our Dry .- Caution sheet for further important installation data. ORDERING INFORMATION HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL i, ,,M SPECIFY EXTENDED RECESSED *Quantity * Model Number . Style Orifice • Temperature •Finishes desired •Quantity-Wrenches-P/N 333010 "� *Quantity-Recessed Wrenches-P/N 337014 j 0 •Quantity-Protective Caps-P/N 327109-CAP(Friction Fit " Recessed) *Escutcheons desired r `k x + 1 " "`" .'A"Dimension-Distance from face of fitting to the finished c„ + � j " ' J ceiling regardless of escutcheon used. S— r,T s, ="4? A f .""� GLOBE® PRODUCT WARRANTY NON-ADJUSTABLE a SLEEVE& Globe agrees to repair or replace any of its own manufactured SKIRT products found to be defective in material or workmanship for a HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). _, , 0 lid. 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 Ft 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY2010 PRINTED U.S.A. BULLETIN GL5641, REV.#14