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Specifications FF,12018-oo/51 78`7o sW 6 IAJZ6/C€a WE SUPPORT ENCOURAGE NICET CERTIFICATION! RECEIVED to nFia DEC 172019 ` ° OF TIGARD "° ,' e , DING DIVISION a FIESTOPCL! J1 , r TECTION lak R' ��- , HYDRAULIC CALCULATION 4 SUBMITTALS CPI •G ®' THE FIELDS APARTMENTS BUILDING 6 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 i NICE ., WE SUPPORT AND ENCOURAGE NICE'T CERTIFICMON TABLE OF CONTENTS WATER FLOW INFORMATION FORWARD FLOW CALCULATION DESIGN AREA 1 DESIGN AREA 2 DESIGN AREA 3 DESIGN AREA 4 • STAND PIPE PRODUCT DATA SHEETS BACKFLOW ASSEMBLY RISER MANIFOLD CHECK VALVE FDC HOSE VALVE CPVC PIPE & FITTINGS HANGERS RESIDENTIAL SPRINKLER PENDENT SPRINKLER SIDEWALL SPRINKLER DRY SIDEWALL SPRINKLER ." WYAT T FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT SW 77th Pl. & SW Hunziker ADDRESS SW 77th Pl. & SW Hunziker CROSS STREET FLOW HYDRANT SW 77th Pl. & SW Hunziker LOCATION - - STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 DATED 05.04.18 MONITOR SW 77th HYDRANTPl. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner FORWARD FLOW CALCULATION AND AVAILABLE WATER FLOW AT PITOT Project Name: THE FIELDS - BUILDING 6 Job#: 2018 TF 001 Date: Jul-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 82 GPM OD Size Sch 40 Sch 10 C Factor of Pipe 120 1 1.049 Line 1 1 1/4 1.380 1.442 1 1/4 Pipe Size 1.442 SCH Sch 10 Pipe #Fits 1 1/2 1.610 1.682 Ft. of Pipe 12 45 ElI 1 1 2 2.067 2.157 90 ElI 9 3 2 1/2 2.469 2.635 VLV 4 1 3 3.068 3.260 Tot Fits 20 Tee 6 1 4 4.026 4.260 Total 32 6 6.357 Line 2 8 8.249 2 Pipe Size 2.067 SCH Sch 40 Pipe #Fits N/A Ft. of Pipe 5 0 0 Fitting Equivalent Lengths in Feet 0 0 0 45 ElI 90 ElI Tee VLV CV 0 0 1 1 2 5 4 5 Tot Fits 0 0 0 1 1/4 1 3 6 4 7 Total 5 1 1/2 2 4 8 5 9 Line 3 2 2 5 10 6 11 2 Pipe Size 2.157 SCH Sch 10 Pipe #Fits 2 1/2 3 6 12 7 14 Ft. of Pipe 0 0 3 3 7 15 10 16 0 0 4 4 10 20 12 22 0 0 6 7 14 30 10 32 Tot Fits 0 0 0 8 9 18 35 12 45 Total 0 VLV=Control Val CV=Check Valve Line 4 2 'Pipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 160.7 eqv ft added for BFP Loss 8.5 PSI @ 82 GPM Friction Loss in 1 1/4 Pipe 0.38 * 32 12.03 line 1 Friction Loss in 2 Pipe 0.07 5 0.33 line 2 Friction Loss in 2 Pipe 0.05 0 0.00 line 3 Friction Loss in 2 Pipe 0.05 161 8.50 line 4 Total Loss 20.85 Total Pressure Required @ Base of Riser 4 + 21 = 25 PSI Pressure Available at 82 GPM = 104 PSI Remaining Pressure I 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 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/3/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 1 Remote Area Location 4TH FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 452 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams) (gpm) 185.2 Required Pressure at Source(psi) 91 Type of System Wet Volume-Entire System (gal) 141.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 185.2 91 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 85.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 85.2 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 91 SRC -Flow(gpm) 85.2 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 1 i Supply Supply;Safety Pressure System Demand i. Add.Out.Hose 1 Available At Source 150 t 140- 130.-. 104 psi @ 185.2 g pm F 1 i S2 f 14 D2 r a � 99�515 80 � N 7s a 6� 5. 4I I 30 D1 1rifie 1 0 0 7080000001010t1?0030m4005001 6001700180019002000 2100 2200 2300 24 Flow, gpm i File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 - D1 Elevation Pressure 0 13.7 D2 System Demand 85.2 91 D3 System Demand+Add.Out.Hose 185.2 91 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 92.7 13 185.2 Supply;Safety Pressure 94 87 3 185.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 200 4.9 0.1 20 16.7 0.123 24.7 25.4 Sprinkler 102 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 103 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler 104 Overhead 200 4.9 0.1 20 16.7 0.101 20.1 16.9 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 102 27.79 4.9 20 1 1x(BM.Tee-Br)=5 13.55 150 16.7 0004 36.29 20 1.101 lx(BM.90)=5 10 0.0678 -3.7 23.55 1.6 0004 36.29 0.9 1 20x(BM.Tee-Run)=20 152.1 150 14.6 0029 36.29 20.9 1.101 lx(BM.Tee-Br)=5 45 0.0736 0 4x(BM.90)=20 197.1 14.5 0029 36.29 23.3 1 lx(BM.Tee-Run)=1 6.46 150 29.1 0033 36.29 44.2 1.101 1 0.2944 0 7.46 2.2 0033 36.29 -5.7 1 4x(BM.Tee-Run)=4 17.13 150 31.3 0043 36.29 38.5 1.101 4 0.2275 0 21.13 4.8 0043 36.29 18.2 1 4x(BM.Tee-Run)=4 46.49 150 36.1 0040 36.29 56.6 1.101 2x(BM.Tee-Br)=10 14 0.4657 0 60.49 28.2 0040 36.29 28.6 1.25 lx(BM.Coupl)=1 6.93 150 64.3 0421 36.29 85.2 1.394 1 0.3146 0 7.93 2.5 0421 36.29 0 2 lx(us.90)=6.48 0.33 150 66.8 TR4 36.29 85.2 2.003 6.48 0.0538 0 6.81 0.4 TR4 36.29 0 2 1x(coupling)=1.23 1.49 120 67.1 FS4-O 34.75 85.2 2.157 1.23 0.0567 0.7 2.72 0.2 FS4-O 34.75 0 2 1 0 67.9 Flow Switch FS4-I 34.66 85.2 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 71 CV4-0 33.04 85.2 2.157 1.23 0.0567 0.7 2.56 0.1 CV4-0 33.04 0 2 0.67 0 71.8 VIC 717 CV CV4-I 32.38 85.2 0 0 0.4371 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 72.4 VIC 705 B-FLY BF4-I 32.04 85.2 0 0 1.1853 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 72.9 0453 30.79 85.2 2.157 lx(us.90)=6.15 30.77 0.0567 0.5 33.18 1.9 0453 30.79 0 4 lx(coupling)=1.32 28.78 120 75.4 CV-0 2.67 85.2 4.26 4x(us.Tee-Br)=105.34 119.82 0.0021 12.2 lx(us.90)=13.17 148.6 0.3 CV-0 2.67 0 4 0.83 0 87.9 CV-1F Check CV-I 1.83 85.2 0 0 0.2413 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 88.4 BFV-N BF-I 1.5 85.2 0 0 0.0823 0.1 *** 0.33 0.0 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 6 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 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 88.6 FF 1 85.2 4.26 13.17 0.0021 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 88.8 0360 -3.75 85.2 4.3 3.67 0.0015 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 43.52 150 90.9 0361-0 -3.75 85.2 4.22 1.9 0.0014 0 45.42 0.1 0361-0 -3.75 0 4 0.75 0 91 Gate A2360 0361-I -3.75 85.2 0 0 0.0023 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 91 SRC -3.75 85.2 4.22 0 0.0014 0 1.41 0 SRC 91 Path No: 2 104 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 12.63 150 16.9 1735 36.29 20.1 1.101 lx(BM.90)=5 10 0.0687 -3.7 22.63 1.6 1735 36.29 19.5 1 2x(BM.Tee-Run)=2 20.93 150 14.8 0250 36.29 39.6 1.101 lx(BM.Tee-Br)=5 12 0.2402 0 lx(BM.90)=5 32.93 7.9 0250 36.29 -11.5 1 2x(BM.Tee-Run)=2 11.5 150 22.7 0248 36.29 28.1 1.101 2 0.1276 0 13.5 1.7 0248 36.29 -13 1 8x(BM.Tee-Run)=8 42.36 150 24.4 0237 36.29 15.1 1.101 2x(BM.Tee-Br)=10 23 0.0404 0 lx(BM.90)=5 65.36 2.6 0237 36.29 25.9 1 2x(BM.Tee-Run)=2 6.46 150 27 0181 36.29 41 1.101 2 0.2562 0 8.46 2.2 0181 36.29 -7.7 1 3x(BM.Tee-Run)=3 7.63 150 29.2 0184 36.29 33.3 1.101 3 0.1741 0 10.63 1.8 0184 36.29 -4.3 1 3x(BM.Tee-Run)=3 7.45 150 31.1 0112 36.29 29 1.101 3 0.1346 0 10.45 1.4 0112 36.29 -0.4 1 3x(BM.Tee-Br)=15 187.13 150 32.5 0040 36.29 28.6 1.101 15x(BM.Tee-Run)=15 55 0.1313 0 5x(BM.90)=25 242.13 31.8 0040 64.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 103 27.79 4.9 20.4 1 1x(BM.Tee-Br)=5 8.5 150 17.3 0001 36.29 20.4 1.101 5 0.0702 -3.7 13.5 0.9 0001 36.29 -0.9 1 1x(BM.Tee-Run)=1 2.13 150 14.6 1735 36.29 19.5 1.101 1 0.0644 0 3.13 0.2 1735 14.8 Path No: 4 101 27.79 4.9 24.7 1 lx(BM.Tee-Br)=5 8.5 150 25.4 0328 36.29 24.7 1.101 5 0.1001 -3.7 13.5 1.4 0328 36.29 -11.8 1 7x(BM.Tee-Run)=7 75.55 150 23.1 0350 36.29 12.9 1.101 lx(BM.Tee-Br)=5 12 0.0299 0 87.55 2.6 0350 36.29 13 1 3x(BM.Tee-Run)=3 9.5 150 25.7 0237 36.29 25.9 1.101 3 0.1092 0 12.5 1.4 0237 27 Path No: 5 0033 36.29 0 1 3x(BM.Tee-Run)=3 46.64 150 31.3 0151 36.29 5.7 1.101 2x(BM.Tee-Br)=10 13 0.0067 0 59.64 0.4 0151 36.29 7.7 1 lx(BM.Tee-Run)=1 7.63 150 31.7 0150 36.29 13.5 1.101 1 0.0326 0 8.63 0.3 0150 36.29 4.3 1 2x(BM.Tee-Run)=2 7.45 150 32 0138 36.29 17.8 1.101 2 0.0545 0 9.45 0.5 0138 36.29 0.4 1 5x(BM.Tee-Run)=5 48.69 150 32.5 0043 36.29 18.2 1.101 2x(BM.Tee-Br)=10 15 0.0567 0 63.69 3.6 0043 36.1 Path No: 6 0250 36.29 0 1 22x(BM.Tee-Run)=22 175.32 150 22.7 0278 36.29 11.5 1.101 lx(BM.Tee-Br)=5 47 0.0242 0 4x(BM.90)=20 222.32 5.4 0278 36.29 11.8 1 2x(BM.Tee-Run)=2 9.5 150 28.1 0029 36.29 23.3 1.101 2 0.0898 0 11.5 1 0029 29.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 6 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: 7 0248 36.29 0 1 4x(BM.Tee-Run)=4 32.86 150 24.4 0350 36.29 13 1.101 lx(BM.Tee-Br)=5 9 0.0306 0 41.86 1.3 0350 25.7 Path No: 8 0181 36.29 0 1 9x(BM.Tee-Run)=9 173.47 150 29.2 0151 36.29 7.7 1.101 2x(BM.Tee-Br)=10 39 0.0116 0 4x(BM.90)=20 212.47 2.5 0151 31.7 Path No: 9 0184 36.29 0 1 25x(BM.Tee-Run)=25 173.05 150 31.1 0150 36.29 4.3 1.101 2x(BM.Tee-Br)=10 55 0.004 0 4x(BM.90)=20 228.05 0.9 0150 32 Path No: 10 0112 36.29 0 1 21x(BM.Tee-Run)=21 173.05 150 32.5 0138 36.29 0.4 1.101 2x(BM.Tee-Br)=10 51 0.0000 0 4x(BM.90)=20 224.05 0.0 0138 32.5 Path No: 11 0001 36.29 0 1 lx(BM.Tee-Run)=1 14.55 150 14.6 0004 36.29 0.9 1.101 2x(BM.90)=10 11 0.0002 0 25.55 0 0004 14.6 Path No: 12 0328 36.29 0 1 14x(BM.Tee-Run)=14 156.01 150 23.1 0278 36.29 11.8 1.101 1x(BM.Tee-Br)=5 39 0.0256 0 4x(BM.90)=20 195.01 5 0278 28.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.08 ft/s occurs in the following pipe(s): (0040-0043) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC I I 1 ? i `� I04 psi @185.2 gpm(85.2gpm+100 gpm add.out.hose) OS ...... w. J• _ - .. 100 1 f .. 95- 4 [ 90_ 1 85_ _ ®1 ..,.. 80_ ( 75= + y O. 70.. W - {W 55_ d fi 50 I as. E 40- 35. I 30 . 25. l 20 15e , .. . i 10 I O O O O O O © O O O v:. O O b .O O oN O ,O O N ^ N N Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2614 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 16.061` 15.061 14.061_ 13.061. 12.061_ 11.061; — . G 10.061- IIIIIIIIIIII IIIIIIIIII rir 2- 9.061_ Wr 1:1p`- 7.061_ IWIF 6.0611 5.061 - 4.061_ 3.0612. , 1 �.. 1 2.061: 0.4 psi @ 85.2 gpm 1.061- � --, 0 0 0 O o 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2615 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O i � I 5.6 4.6- 3 6- _ _ ._.... 7 i V) 0)) a 2.6 1.6- I } 0.3 psi @ 85.2 gpm 0.6 Y o N co c o o n o 0 0 N o N N Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2616 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3 psi @85.2gpm) 0 2.8 2.3 Q • 1.8 7 N d L a 1.3 . I 0.3 - O O O O O O O O O Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2619 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I :::F a 2.92$_,,. y 2.428- N a 1.928 .... 4,— , 1.428 . m.......... �.....__.. .,_ ; 0.928- _ I. 0.428 ._ k . . . , e . r N c, '0 m O ti V1 W O M ,.0 W _ V ' N ,. r O N ^Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2620 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 j 4.5 _ _____- - N 3.5 1Z [ d co co 5 I 2. L a 1-- t.5 - ®...e.,.. -..... 0.2 psi @85.2gpmJ r O O O N O Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2621 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 Q. 0.743 _. ___. .............. _.. _. 7 fn 0 N 0 0.243- ((i( #Ej[ m S 0 0 0 o GOn o N y N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright 02002-2012 Tyco Fire Protection Products Page 12 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/3/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 2 Remote Area Location 4TH FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 440 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams)(gpm) 181.7 Required Pressure at Source(psi) 91.8 Type of System Wet Volume-Entire System (gal) 141.1 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 :SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (Psi) (psi) SRC 104 100 2256 104 181.7 91.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 81.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.7 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 91.8 SRC -Flow(gpm) 81.7 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 2 Supply Supply;Safety Pressure System Demand f Add.Out.Hose Available At Source 150 140m 130 _ 1 104 psi @181.7gpm , 1 ' S2 1 2 99.515 i < _ tq 7 a _ 11) 60� f a i 50 l 3 Ey 40- i t f D 1 _,, i 4 lI 0� l 0 70190000000101:20030040050016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 81.7 91.8 D3 System Demand+Add.Out.Hose 181.7 91.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 88.3 12.1 181.7 Supply;Safety Pressure 94 82.9 2.1 181.7 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 201 Overhead 200 4.9 0.1 20 16.7 0.102 20.5 17.4 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 20.1 16.8 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.106 21.2 18.7 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 202 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.17 150 16.7 0171 36.29 20 1.101 lx(BM.90)=5 10 0.0678 -3.7 19.17 1.3 0171 36.29 -5.2 1 lx(BM.Tee-Run)=1 20 150 14.3 0169 36.29 14.8 1.101 1 0.0389 0 21 0.8 0169 36.29 20.5 1 4x(BM.Tee-Run)=4 71.99 150 15.1 0151 36.29 35.3 1.101 4x(BM.90)=20 24 0.1938 0 95.99 18.6 0151 36.29 -16 1 lx(BM.Tee-Run)=1 7.63 150 33.7 0150 36.29 19.2 1.101 lx(BM.Tee-Br)=5 6 0.063 0 13.63 0.9 0150 36.29 2.6 1 2x(BM.Tee-Run)=2 7.45 150 34.6 0138 36.29 21.8 1.101 2 0.0796 0 9.45 0.8 0138 36.29 -1.3 1 5x(BM.Tee-Run)=5 48.69 150 35.3 0043 36.29 20.6 1.101 2x(BM.Tee-Br)=10 15 0.0713 0 63.69 4.5 0043 36.29 33.4 1 4x(BM.Tee-Run)=4 46.49 150 39.8 0040 36.29 53.9 1.101 2x(BM.Tee-Br)=10 14 0.4253 0 60.49 25.7 0040 36.29 27.8 1.25 lx(BM.Coupl)=1 6.93 150 65.6 0421 36.29 81.7 1.394 1 0.2911 0 7.93 2.3 0421 36.29 0 2 lx(us.90)=6.48 0.33 150 67.9 TR4 36.29 81.7 2.003 6.48 0.0498 0 6.81 0.3 TR4 36.29 0 2 1x(coupling)=1.23 1.49 120 68.2 FS4-O 34.75 81.7 2.157 1.23 0.0525 0.7 2.72 0.1 FS4-0 34.75 0 2 1 0 69 Flow Switch FS4-I 34.66 81.7 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 72.1 CV4-0 33.04 81.7 2.157 1.23 0.0525 0.7 2.56 0.1 CV4-0 33.04 0 2 0.67 0 72.9 VIC 717 CV CV4-I 32.38 81.7 0 0 0.4284 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 73.5 VIC 705 B-FLY BF4-I 32.04 81.7 0 0 1.0938 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 74 0453 30.79 81.7 2.157 lx(us.90)=6.15 30.77 0.0525 0.5 33.18 1.7 0453 30.79 0 4 1x(coupling)=1.32 28.78 120 76.3 CV-0 2.67 81.7 4.26 4X(us.Tee-Br)=105.34 119.82 0.0019 12.2 lx(us.90)=13.17 148.6 0.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 17 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 CV-0 2.67 0 4 0.83 0 88.7 CV-1F Check CV-I 1.83 81.7 0 0 0.2314 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 89.3 BFV-N BF-I 1.5 81.7 0 0 0.0778 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 89.5 FF 1 81.7 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 1x(elbow.22.5)=3.67 4.75 140 89.7 0360 -3.75 81.7 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 43.52 150 91.8 0361-0 -3.75 81.7 4.22 1.9 0.0013 0 45.42 0.1 0361-0 -3.75 0 4 0.75 0 91.8 Gate A2360 0361-I -3.75 81.7 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 91.8 SRC -3.75 81.7 4.22 0 0.0013 0 1.41 0 SRC 91.8 Path No: 2 203 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 9.17 150 16.8 0173 36.29 20.1 1.101 lx(BM.90)=5 10 0.0682 -3.7 19.17 1.3 0173 36.29 5.2 1 lx(BM.Tee-Run)=1 19 150 14.4 0175 36.29 25.2 1.101 1 0.1043 0 20 2.1 0175 36.29 21.2 1 2x(BM.Tee-Run)=2 43.48 150 16.5 0181 36.29 46.4 1.101 lx(BM.Tee-Br)=5 7 0.3225 0 50.48 16.3 0181 36.29 -17.3 1 3x(BM.Tee-Run)=3 7.63 150 32.8 0184 36.29 29.1 1.101 3 0.136 0 10.63 1.4 0184 36.29 -2.6 1 3x(BM.Tee-Run)=3 7.45 150 34.2 0112 36.29 26.5 1.101 3 0.1144 0 10.45 1.2 0112 36.29 1.3 1 3x(BM.Tee-Br)=15 187.13 150 35.4 0040 36.29 27.8 1.101 15x(BM.Tee-Run)=15 55 0.1246 0 5x(BM.90)=25 242.13 30.2 0040 65.6 Path No: 3 201 27.79 4.9 20.5 1 lx(BM.Tee-Br)=5 9.17 150 17.4 0169 36.29 20.5 1.101 lx(BM.90)=5 10 0.0706 -3.7 19.17 1.4 0169 15.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 18 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 204 27.79 4.9 21.2 1 lx(BM.Tee-Br)=5 9.17 150 18.7 0175 36.29 21.2 1.101 1x(BM.90)=5 10 0.0755 -3.7 19.17 1.4 0175 16.5 Path No: 5 0171 36.29 0 1 lx(BM.Tee-Run)=1 19 150 14.3 0173 36.29 5.2 1.101 1 0.0056 0 20 0.1 0173 14.4 Path No: 6 0151 36.29 0 1 3x(BM.Tee-Run)=3 46.64 150 33.7 0033 36.29 16 1.101 lx(BM.Tee-Br)=5 8 0.0451 0 54.64 2.5 0033 36.29 17.3 1 4x(BM.Tee-Run)=4 17.13 150 36.2 0043 36.29 33.4 1.101 4 0.1747 0 21.13 3.7 0043 39.8 Path No: 7 0138 36.29 0 1 21x(BM.Tee-Run)=21 173.05 150 35.3 0112 36.29 1.3 1.101 2x(BM.Tee-Br)=10 51 0.0004 0 4x(BM.90)=20 224.05 0.1 0112 35.4 Path No: 8 0181 36.29 0 1 2x(BM.Tee-Run)=2 6.46 150 32.8 0237 36.29 17.3 1.101 2 0.0519 0 8.46 0.4 0237 36.29 -6.3 1 3x(BM.Tee-Run)=3 9.5 150 33.2 0350 36.29 11 1.101 3 0.0226 0 12.5 0.3 0350 36.29 -5.1 1 21x(BM.Tee-Run)=21 231.56 150 33.5 0278 36.29 5.9 1.101 2x(BM.Tee-Br)=10 51 0.0071 0 4x(BM.90)=20 282.56 2 0278 36.29 5.7 1 2x(BM.Tee-Run)=2 9.5 150 35.5 0029 36.29 11.6 1.101 2 0.0246 0 11.5 0.3 0029 36.29 5.7 1 1x(BM.Tee-Run)=1 6.46 150 35.8 0033 36.29 17.3 1.101 1 0.0519 0 7.46 0.4 0033 36.2 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 0184 36.29 0 1 25x(BM.Tee-Run)=25 173.05 150 34.2 0150 36.29 2.6 1.101 2x(BM.Tee-Br)=10 55 0.0015 0 4x(BM.90)=20 228.05 0.4 0150 34.6 Path No: 10 0237 36.29 0 1 8x(BM.Tee-Run)=8 42.36 150 33.2 0248 36.29 6.3 1.101 2x(BM.Tee-Br)=10 23 0.0079 0 lx(BM.90)=5 65.36 0.5 0248 36.29 5.1 1 2x(BM.Tee-Run)=2 11.5 150 33.7 0250 36.29 11.4 1.101 2 0.0239 0 13.5 0.3 0250 36.29 -5.7 1 25x(BM.Tee-Run)=25 189.7 150 34 0029 36.29 5.7 1.101 2x(BM.Tee-Br)=10 70 0.0067 0 7x(BM.90)=35 259.7 1.7 0029 35.8 Path No: 11 0350 36.29 0 1 5x(BM.Tee-Run)=5 32.86 150 33.5 0248 36.29 5.1 1.101 lx(BM.Tee-Br)=5 10 0.0054 0 42.86 0.2 0248 33.7 Path No: 12 0250 36.29 0 1 22x(BM.Tee-Run)=22 175.32 150 34 0278 36.29 5.7 1.101 lx(BM.Tee-Br)=5 47 0.0065 0 4x(BM.90)=20 222.32 1.5 0278 35.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 18.17 ft/s occurs in the following pipe(s): (0040-0043) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: SRC; Supply Name:SRC I ( E I i 104psi@181.7gpm(81.7gpm+100gpmadd.out.hose) loo ----�— 95_ . — 90_ 85. 80. 75. I ? . a70. a__. a ..__. . .......... _.... _... E)7 65 f �. W 60 N 55 d 50: _ 45: 40_ 30.i" 25. 20= 0 0 0 0 0 0 0 o O 0 '0 0 coo 0 0 o O 0 n v1 V N- O N N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2614 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 16.061_ 15.061_ — —` 14.061. 13.061_ 12.061. _ _ 11.061. p. 10.061. 7 9.061. y8.061. ,..._.,........ m.i.. ..._...... .�. N d 7.061� _ 6.061 5.061 4.061' _ 2.061- 11-1 0.4 psi @ 81.7 gpmt 1.061 0.06 1. 0 0 0 0 0 N 'p Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 21 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2615 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O - E i 5.6 4.6- - I s Q. 3.6 a 2.6 1.6_ - 1 0.3 psi @ 81.7 gpm 0.6 O N C O O O Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2616 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3 psi @81.7gpm 0 2.8 .... j_ 2.3— Q d 1.8 � l V) N N L d 1.3_.,,,,.. a a - i 0.3- 0 00 0 00 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 22 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2619 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I i 3.928 rm 3.428 co 2.928f- 1---- d y 2.428- 6. u) d d 1.928 1.428- 0.928 mila m � 0.428 l,- C N a, .a O N 01 00 O 0 ,a -. N m , `. 1-- s O N Flow,gpm ^ Pressure Loss Function Design Area: 2; Valve Ref.: 2620 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 . l 4.s _ 3.5 N O. d L F. O. . i I 1.5 ra- r0.2 psi @ 81.7 gpm Y 01 O O O O N V1 01 O Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2621 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 - a Q 0.743 d I- 3 N W N a 0.243—"-. 0 0 0 0 00 0 0 0 0 0 v 0 N N N N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 24 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/3/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 3 Remote Area Location 3RD FLOOR UNIT Occupancy Classification DWELLING Density(gpm/ft2) 0.1 Area of Application(ft2) 452 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams) (gpm) 183 Required Pressure at Source(psi) 74.2 Type of System Wet Volume-Entire System (gal) 135.7 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 25 Job:THE FIELDS BUILDING 6 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 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) (gpm)Pressure Pressure (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 183 74.2 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 83 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 83 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 74.2 SRC -Flow(gpm) 83 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 3 is Supply Supply;Safety Pressure System Demand i. Add.Out.Hose 0 Available At Source 150 1 140-;, 130- ] e w 104 psi @ 183 gpm t 1 A S2 ] 10. 99.515 i D2 y D3 J' 50_ i 30 ' 10- I 0 . 0 708000000010t201030040050016001700180019002000 2100 2200 2300 240 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 27 Job:THE FIELDS BUILDING 6 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 83 74.2 D3 System Demand+Add.Out.Hose 183 74.2 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 101.9 29.7 183 Supply;Safety Pressure 94 95.9 19.7 183 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 0.112 22.5 21 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 303 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.101 20.2 16.9 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 28 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 302 18.5 4.9 20 1 lx(BM.Tee-Br)=5 13.72 150 16.7 1525 27.17 20 1.101 1x(BM.90)=5 10 0.0678 -3.8 23.72 1.6 1525 27.17 -0.1 1 20x(BM.Tee-Run)=20 152.1 150 14.5 1487 27.17 19.9 1.101 lx(BM.Tee-Br)=5 45 0.0674 0 4x(BM.90)=20 197.1 13.3 1487 27.17 28.7 1 lx(BM.Tee-Run)=1 6.46 150 27.8 0398 27.17 48.6 1.101 1 0.351 0 7.46 2.6 0398 27.17 -6.6 1 lx(BM.Tee-Run)=1 7.58 150 30.4 1434 27.17 42 1.101 1 0.2677 0 8.58 2.3 1434 27.17 -5.2 1 2x(BM.Tee-Run)=2 9.54 150 32.7 1419 27.17 36.8 1.101 2 0.2091 0 11.54 2.4 1419 27.17 -12.5 1 3x(BM.Tee-Run)=3 35.28 150 35.1 1411 27.17 24.3 1.101 2x(BM.Tee-Br)=10 13 0.097 0 48.28 4.7 1411 27.17 58.7 1 lx(BM.90)=5 4.43 150 39.8 0041 27.17 83 1.101 5 0.9459 0 9.43 8.9 0041 27.17 0 1.25 1x(BM.Coupl)=1 13.71 150 48.7 1219 27.17 83 1.394 2x(BM.Tee-Run)=2 9 0.2998 0 lx(BM.90)=6 22.71 6.8 1219 27.17 0 2 1x(us.90)=6.48 0.33 150 55.5 TR3 27.17 83 2.003 6.48 0.0513 0 6.81 0.3 TR3 27.17 0 2 1x(coupling)=1.23 1.66 120 55.9 FS3-0 25.46 83 2.157 1.23 0.0541 0.7 2.89 0.2 FS3-O 25.46 0 2 1 0 56.8 Flow Switch FS3-I 25.37 83 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 59.8 CV3-0 23.75 83 2.157 1.23 0.0541 0.7 2.56 0.1 CV3-0 23.75 0 2 0.67 0 60.7 VIC 717 CV CV3-I 23.08 83 0 0 0.4316 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 61.2 VIC 705 B-FLY BF3-I 22.75 83 0 0 1.1275 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 1x(us.90)=6.15 1.42 120 61.7 BR3 22.5 83 2.157 6.15 0.0541 0.1 7.57 0.4 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 62.3 CV-0 2.67 83 4.26 4x(us.Tee-Br)=105.34 119.82 0.002 8.6 lx(us.90)=13.17 140.3 0.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 29 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 CV-0 2.67 0 4 0.83 0 71.1 CV-1F Check CV-I 1.83 83 0 0 0.2351 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 71.7 BFV-N BF-I 1.5 83 0 0 0.0794 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 71.9 FF 1 83 4.26 13.17 0.002 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 72.1 0360 -3.75 83 4.3 3.67 0.0014 2.1 8.42 0.0 - 0360 -3.75 0 4 lx(coupling)=1.9 43.52 150 74.2. 0361-0 -3.75 83 4.22 1.9 0.0014 0 45.42 0.1 0361-0 -3.75 0 4 0.75 0 74.2 Gate A2360 0361-I -3.75 83 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 74.2 SRC -3.75 83 4.22 0 0.0014 0 1.41 0 SRC 74.2 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:THE FIELDS BUILDING 6 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: 2 304 18.5 4.9 20.2 1 lx(BM.Tee-Br)=5 12.79 150 16.9 1530 27.17 20.2 1.101 lx(BM.90)=5 10 0.0688 -3.8 22.79 1.6 1530 27.17 20.4 1 1x(BM.Tee-Run)=1 10 150 14.7 1534 27.17 40.6 1.101 lx(BM.Tee-Br)=5 6 0.2515 0 16 4 1534 27.17 -6.2 1 lx(BM.Tee-Br)=5 5.03 150 18.8 0382 27.17 34.4 1.101 5 0.1852 0 10.03 1.9 0382 27.17 -14.7 1 3x(BM.Tee-Run)=3 20.97 150 20.6 0379 27.17 19.7 1.101 3 0.0661 0 23.97 1.6 0379 27.17 -9.7 1 lx(BM.Tee-Run)=1 23.39 150 22.2 1412 27.17 10 1.101 1x(BM.Tee-Br)=5 6 0.0189 0 29.39 0.6 1412 27.17 9.7 1 2x(BM.Tee-Run)=2 7.63 150 22.8 1355 27.17 19.7 1.101 2 0.0661 0 9.63 0.6 1355 27.17 -7.3 1 3x(BM.Tee-Run)=3 7.45 150 23.4 1359 27.17 12.5 1.101 3 0.0282 0 10.45 0.3 1359 27.17 -6.1 1 21x(BM.Tee-Run)=21 173.91 150 23.7 1305 27.17 6.3 1.101 2x(BM.Tee-Br)=10 51 0.008 0 4x(BM.90)=20 224.91 1.8 1305 27.17 6.1 1 3x(BM.Tee-Run)=3 7.45 150 25.5 1311 27.17 12.5 1.101 3 0.0282 0 10.45 0.3 1311 27.17 7.3 1 lx(BM.Tee-Br)=5 7.63 150 25.8 0393 27.17 19.7 1.101 5 0.0661 0 12.63 0.8 0393 27.17 14.7 1 lx(BM.Tee-Run)=1 16.44 150 26.6 1476 27.17 34.4 1.101 lx(BM.Tee-Br)=5 6 0.1852 0 22.44 4.2 1476 27.17 6.6 1 lx(BM.Tee-Run)=1 7.58 150 30.8 1482 27.17 41 1.101 1 0.2564 0 8.58 2.2 1482 27.17 5.2 1 lx(BM.Tee-Run)=1 9.54 150 33 1413 27.17 46.3 1.101 1 0.3203 0 10.54 3.4 1413 27.17 12.5 1 lx(BM.Tee-Run)=1 5.94 150 36.3 1411 27.17 58.7 1.101 1 0.4985 0 6.94 3.5 1411 39.8 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 303 18.5 4.9 20.4 1 1x(BM.Tee-Br)=5 8.67 150 17.3 1529 27.17 20.4 1.101 5 0.0702 -3.8 13.67 1 1529 27.17 0.1 1 lx(BM.Tee-Run)=1 2.13 150 14.5 1530 27.17 20.4 1.101 1 0.0706 0 3.13 0.2 1530 14.7 Path No: 4 301 18.5 4.9 22.5 1 lx(BM.Tee-Br)=5 8.67 150 21 1592 27.17 22.5 1.101 5 0.0841 -3.8 13.67 1.1 1592 27.17 -7.4 1 14x(BM.Tee-Run)=14 156.01 150 18.4 1485 27.17 15.1 1.101 lx(BM.Tee-Br)=5 39 0.0402 0 4x(BM.90)=20 195.01 7.8 1485 27.17 13.6 1 2x(BM.Tee-Run)=2 9.5 150 26.3 1487 27.17 28.7 1.101 2 0.132 0 11.5 1.5 1487 27.8 Path No: 5 1525 27.17 0 1 lx(BM.Tee-Run)=1 14.55 150 14.5 1529 27.17 0.1 1.101 2x(BM.90)=10 11 0 0 25.55 0 1529 14.5 Path No: 6 0398 27.17 0 1 2x(BM.Tee-Run)=2 29.34 150 30.4 1476 27.17 6.6 1.101 2x(BM.Tee-Br)=10 12 0.0087 0 41.34 0.4 1476 30.8 Path No: 7 1434 27.17 0 1 7x(BM.Tee-Run)=7 29.34 150 32.7 1482 27.17 5.2 1.101 2x(BM.Tee-Br)=10 17 0.0057 0 46.34 0.3 1482 33 Path No: 8 1419 27.17 0 1 4x(BM.Tee-Run)=4 29.34 150 35.1 1413 27.17 12.5 1.101 2x(BM.Tee-Br)=10 14 0.0283 0 43.34 1.2 1413 36.3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 1534 27.17 0 1 3x(BM.Tee-Run)=3 10.93 150 18.8 1539 27.17 6.2 1.101 lx(BM.Tee-Br)=5 8 0.0077 0 18.93 0.1 1539 27.17 7.4 1 22x(BM.Tee-Run)=22 175.32 150 18.9 1485 27.17 13.6 1.101 lx(BM.Tee-Br)=5 47 0.0331 0 4x(BM.90)=20 222.32 7.4 1485 26.3 Path No: 10 0382 27.17 0 1 7x(BM.Tee-Run)=7 129.96 150 20.6 0393 27.17 14.7 1.101 4x(BM.90)=20 27 0.0382 0 156.96 6 0393 26.6 Path No: 11 0379 27.17 0 1 lx(BM.Tee-Run)=1 6.46 150 22.2 0378 27.17 9.7 1.101 lx(BM.Tee-Br)=5 6 0.0177 0 12.46 0.2 0378 27.17 -4.8 1 3x(BM.Tee-Run)=3 9.5 150 22.4 0374 27.17 4.9 1.101 3 0.005 0 12.5 0.1 0374 27.17 -2.3 1 4x(BM.Tee-Run)=4 23.39 150 22.5 1428 27.17 2.6 1.101 2x(BM.Tee-Br)=10 14 0.0016 0 37.39 0.1 1428 27.17 2.3 1 3x(BM.Tee-Run)=3 9.5 150 22.5 1416 27.17 4.9 1.101 3 0.005 0 12.5 0.1 1416 27.17 4.8 1 2x(BM.Tee-Run)=2 6.46 150 22.6 1412 27.17 9.7 1.101 2 0.0177 0 8.46 0.1 1412 22.8 Path No: 12 1355 27.17 0 1 25x(BM.Tee-Run)=25 173.91 150 23.4 1311 27.17 7.3 1.101 2x(BM.Tee-Br)=10 55 0.0104 0 4x(BM.90)=20 228.91 2.4 1311 25.8 Path No: 13 1359 27.17 0 1 16x(BM.Tee-Run)=16 180.92 150 23.7 1474 27.17 6.1 1.101 5x(BM.90)=25 46 0.0076 0 lx(BM.Tee-Br)=5 226.92 1.7 1474 27.17 0 1 2x(BM.Tee-Run)=2 7.01 150 25.4 1305 27.17 6.1 1.101 2 0.0076 0 9.01 0.1 1305 25.5 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 6 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: 14 1592 27.17 0 1 1x(BM.Tee-Br)=5 31.19 150 18.4 1539 27.17 7.4 1.101 2x(BM.Tee-Run)=2 12 0.0107 0 1x(BM.90)=5 43.19 0.5 1539 18.9 Path No: 15 0378 27.17 0 1 5x(BM.Tee-Run)=5 23.39 150 22.4 1416 27.17 4.8 1.101 2x(BM.Tee-Br)=10 15 0.0048 0 38.39 0.2 1416 22.6 Path No: 16 0374 27.17 0 1 lx(BM.Tee-Run)=1 5.94 150 22.5 1542 27.17 2.3 1.101 lx(BM.Tee-Br)=5 6 0.0012 0 11.94 0.0 1542 27.17 0 1 4x(BM.Tee-Run)=4 29.33 150 22.5 1428 27.17 2.3 1.101 lx(BM.Tee-Br)=5 9 0.0012 0 38.33 0.0 1428 22.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.98 ft/s occurs in the following pipe(s): (0041-1411) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC 104 psi @183 gpm(83gpm+100 gpm add.out.hose) ; toilw `� 95 90 IniiINE 85 _� - _ 1111111111111111 80 ,_ 7s Q 70 d 65 6. y 60 II N 55.. N 111111111111111 ti 50 . 45 40 I/II 30 11111111111 2s 20 111111111111111111111111 is 0 MIMEO 0 ... ... ... ; ... 0 0 0 0 0 0 0 0 0 0 O 0 rn kin 0 O 000 oN O 4,O O N -+ --1 N N Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2619 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428_ q I e" I 3.928 -1----- 3.428�"�" WI __ a 2.928 ®m , rr Cl; - y 2.428 _._.. d - 0. Pr 1.928-1_"__ A _ ._..�._...... _..._.....- ir 1.428 _ � 3 0.928 E i € 0.428 a s 7 00 ,n N O+ 0 M O N h 00 o en 00 00 r N Cl Vn 0o N oo O N ~Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2620 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5' J _.. 3 3.5 .._._C) U) 3.5 a • t i [ 1.5 �.... 0.2 psi @83gpm 0s V,, 0 0 0 0 N vi r o Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2621 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 - i E i Q 0.743-.._ C) I- W W C) 0- 0 243- 0 0 0 0 00 0 0 0 0 0 0 N r N r N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2629 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-I 16061 Erial 1111 14.061 13061 All 12.061 a. 10061 MEI 9.061 a 7.061 6.06i 5.061 4.061 2.06I . 0.4 psi @83gpm 1.061 0 0.061 0 0 0 0 0 o 0 0 N a � Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2630 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O • � 3 5.6 q � I it 4.6 � � fl. d 3.6 y S, a2.6 I f • � f _. ... ,.. a ..,....e _ .». 0 3 psi @ 83 gpm0 6- o N o ao 0 0 o v, o 0 0 N o Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2631 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @ 83 gpm 2.8 _. y i G1 1.8 M N N a 1.s— 0.8 0.3— 0 0 0 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 38 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date:10/3/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 4 Remote Area Location 3RD FLR CORRIDOR Occupancy Classification LIGHT HAZARD Density(gpm/ft2) 0.1 Area of Application(ft2) 440 Coverage per Sprinkler(ft2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams) (gpm) 183.1 Required Pressure at Source(psi) 75.7 Type of System Wet Volume-Entire System (gal) 135.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 39 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (lb•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (gpm) (gpm) (psi) (psi) (psi) SRC 104 100 2256 104 183.1 75.7 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 83.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 83.1 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 75.7 SRC -Flow(gpm) 83.1 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 40 Job :THE FIELDS BUILDING 6 Hydraulic Analysis for : 4 at Supply Supply;Safety Pressure System Demand i! Add.Out.Hose Available At Source 150 't . 140 ; . • 130 �.a 104 psi @ 183.1 gpm 1 aa S2 � . 100 i '_"" _ . 99.515 t CL D2 fi y 7i 4 i oIII 2 5i I i 4' 3' . D1 10 0 i 0 7080000001010f20030m400500160017001800190020002100 2200 2300 2401 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 4 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 83.1 75.7 D3 System Demand+Add.Out.Hose 183.1 75.7 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 100.8 28.3 183.1 Supply;Safety Pressure 94 94.9 18.3 183.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 401 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler 402 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 403 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler 404 Overhead 200 4.9 0.1 20 16.7 0.113 22.6 21.4 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 42 Job:THE FIELDS BUILDING 6 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/psiVz) (gpm) (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 0384 27.17 20 1.101 lx(BM.90)=5 10 0.0678 -3.8 19.33 1.3 0384 27.17 -5.8 1 1x(BM.Tee-Run)=1 19 150 14.2 0383 27.17 14.2 1.101 1 0.0361 0 20 0.7 0383 27.17 20.4 1 lx(BM.Tee-Br)=5 18.12 150 14.9 0382 27.17 34.6 1.101 5 0.1875 0 23.12 4.3 0382 27.17 3.3 1 1x(BM.Tee-Run)=1 5.03 150 19.3 1534 27.17 38 1.101 1 0.2222 0 6.03 1.3 1534 27.17 -14 1 4x(BM.Tee-Run)=4 10.93 150 20.6 1539 27.17 23.9 1.101 4 0.0946 0 14.93 1.4 1539 27.17 -11.9 1 22x(BM.Tee-Run)=22 175.32 150 22 1485 27.17 12.1 1.101 2x(BM.Tee-Br)=10 52 0.0266 0 4x(BM.90)=20 227.32 6 1485 27.17 11.9 1 2x(BM.Tee-Run)=2 9.5 150 28.1 1487 27.17 23.9 1.101 2 0.0946 0 11.5 1.1 1487 27.17 14 1 lx(BM.Tee-Run)=1 6.46 150 29.2 0398 27.17 38 1.101 1 0.2222 0 7.46 1.7 0398 27.17 6 1 1x(BM.Tee-Run)=1 7.58 150 30.8 1434 27.17 44 1.101 1 0.2917 0 8.58 2.5 1434 27.17 -6.8 1 2x(BM.Tee-Run)=2 9.54 150 33.3 1419 27.17 37.2 1.101 2 0.214 0 11.54 2.5 1419 27.17 -12.8 1 3x(BM.Tee-Run)=3 35.28 150 35.8 1411 27.17 24.4 1.101 2x(BM.Tee-Br)=10 13 0.0981 0 48.28 4.7 1411 27.17 58.7 1 lx(BM.90)=5 4.43 150 40.5 0041 27.17 83.1 1.101 5 0.9481 0 9.43 8.9 0041 27.17 0 1.25 lx(BM.Coupl)=1 13.71 150 49.5 1219 27.17 83.1 1.394 2x(BM.Tee-Run)=2 9 0.3005 0 lx(BM.90)=6 22.71 6.8 1219 27.17 0 2 lx(us.90)=6.48 0.33 150 56.3 TR3 27.17 83.1 2.003 6.48 0.0514 0 6.81 0.4 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 56.6 FS3-O 25.46 83.1 2.157 1.23 0.0542 0.7 2.89 0.2 FS3-O 25.46 0 2 1 0 57.5 Flow Switch FS3-I 25.37 83.1 0 0 3 0.0 *** 1 3 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job:THE FIELDS BUILDING 6 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/psiYx) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 FS3-I 25.37 0 2 1x(coupling)=1.23 1.33 120 60.6 CV3-0 23.75 83.1 2.157 1.23 0.0542 0.7 2.56 0.1 CV3-O 23.75 0 2 0.67 0 61.4 VIC 717 CV CV3-I 23.08 83.1 0 0 0.4319 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 62 VIC 705 B-FLY BF3-I 22.75 83.1 0 0 1.1303 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 lx(us.Tee-Br)=12.31 1.42 120 62.5 BR3 22.5 83.1 2.157 lx(us.90)=6.15 18.46 0.0542 0.1 19.88 1.1 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 63.7 CV-0 2.67 83.1 4.26 4x(us.Tee-Br)=105.34 119.82 0.002 8.6 lx(us.90)=13.17 140.3 0.3 CV-0 2.67 0 4 0.83 0 72.6 CV-1F Check CV-I 1.83 83.1 0 0 0.2354 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 73.1 BFV-N BF-I 1.5 83.1 0 0 0.0796 0.1 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 73.3 FF 1 83.1 4.26 13.17 0.002 0.2 13.83 0.0 FF 1 0 4 1x(elbow.22.5)=3.67 4.75 140 73.5 0360 -3.75 83.1 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 43.52 150 75.6 0361-0 -3.75 83.1 4.22 1.9 0.0014 0 45.42 0.1 0361-0 -3.75 0 4 0.75 0 75.7 Gate A2360 0361-I -3.75 83.1 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 75.7 SRC -3.75 83.1 4.22 0 0.0014 0 1.41 0 SRC 75.7 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 44 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L ' C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 401 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 9.33 150 16.8 0385 27.17 20.1 1.101 lx(BM.90)=5 10 0.0683 -3.8 19.33 1.3 0385 27.17 5.8 1 4x(BM.Tee-Run)=4 72.84 150 14.4 0393 27.17 25.8 1.101 4x(BM.90)=20 24 0.1089 0 96.84 10.5 0393 27.17 19.3 1 2x(BM.Tee-Run)=2 16.44 150 24.9 1476 27.17 45.1 1.101 2 0.3061 0 18.44 5.6 1476 27.17 -6 1 1x(BM.Tee-Br)=5 7.58 150 30.5 1482 27.17 39.1 1.101 lx(BM.Tee-Run)=1 6 0.235 0 13.58 3.2 1482 27.17 6.8 1 lx(BM.Tee-Run)=1 9.54 150 33.7 1413 27.17 45.9 1.101 1 0.3159 0 10.54 3.3 1413 27.17 12.8 1 lx(BM.Tee-Run)=1 5.94 150 37.1 1411 27.17 58.7 1.101 1 0.4978 0 6.94 3.5 1411 40.5 Path No: 3 403 18.5 4.9 20.4 1 lx(BM.Tee-Br)=5 9.33 150 17.3 0383 27.17 20.4 1.101 lx(BM.90)=5 10 0.0703 -3.8 19.33 1.4 0383 14.9 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job:THE FIELDS BUILDING 6 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 404 18.5 4.9 22.6 1 1x(BM.Tee-Br)=5 9.33 150 21.4 0381 27.17 22.6 1.101 lx(BM.90)=5 10 0.0853 -3.8 19.33 1.6 0381 27.17 -3.3 1 2x(BM.Tee-Run)=2 20.09 150 19.3 0379 27.17 19.3 1.101 2 0.0635 0 22.09 1.4 0379 27.17 -9.5 1 1x(BM.Tee-Run)=1 23.39 150 20.7 1412 27.17 9.8 1.101 lx(BM.Tee-Br)=5 6 0.0182 0 29.39 0.5 1412 27.17 9.5 1 2x(BM.Tee-Run)=2 7.63 150 21.2 1355 27.17 19.3 1.101 2 0.0635 0 9.63 0.6 1355 27.17 -7.1 1 3x(BM.Tee-Run)=3 7.45 150 21.8 1359 27.17 12.2 1.101 3 0.0271 0 10.45 0.3 1359 27.17 -6 1 21x(BM.Tee-Run)=21 173.91 150 22.1 1305 27.17 6.2 1.101 2x(BM.Tee-Br)=10 51 0.0077 0 4x(BM.90)=20 224.91 1.7 1305 27.17 6 1 3x(BM.Tee-Run)=3 7.45 150 23.8 1311 27.17 12.2 1.101 3 0.0271 0 10.45 0.3 1311 27.17 7.1 1 1x(BM.Tee-Br)=5 7.63 150 24.1 0393 27.17 19.3 1.101 5 0.0635 0 12.63 0.8 0393 24.9 Path No: 5 0384 27.17 0 1 lx(BM.Tee-Run)=1 20 150 14.2 0385 27.17 5.8 1.101 1 0.0067 0 21 0.1 0385 14.4 Path No: 6 1534 27.17 0 1 24x(BM.Tee-Run)=24 178.77 150 20.6 1487 27.17 14 1.101 2x(BM.Tee-Br)=10 64 0.0352 0 6x(BM.90)=30 242.77 8.5 1487 29.2 Path No: 7 1539 27.17 0 1 16x(BM.Tee-Run)=16 181.26 150 22 1423 27.17 11.9 1.101 lx(BM.Tee-Br)=5 46 0.0258 0 5x(BM.90)=25 227.26 5.9 1423 27.17 0 1 lx(BM.Tee-Run)=1 5.94 150 27.9 1485 27.17 11.9 1.101 1 0.0258 0 6.94 0.2 1485 28.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 46 Job:THE FIELDS BUILDING 6 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: 8 1434 27.17 0 1 7x(BM.Tee-Run)=7 29.34 150 33.3 1482 27.17 6.8 1.101 2x(BM.Tee-Br)=10 17 0.0091 0 46.34 0.4 1482 33.7 Path No: 9 1419 27.17 0 1 4x(BM.Tee-Run)=4 29.34 150 35.8 1413 27.17 12.8 1.101 2x(BM.Tee-Br)=10 14 0.0296 0 43.34 1.3 1413 37.1 Path No: 10 1476 27.17 0 1 2x(BM.Tee-Run)=2 29.34 150 30.5 0398 27.17 6 1.101 lx(BM.Tee-Br)=5 7 0.0073 0 36.34 0.3 0398 30.8 Path No: 11 0381 27.17 0 1 lx(BM.Tee-Br)=5 0.88 150 19.3 0382 27.17 3.3 1.101 5 0.0025 0 5.88 0.0 0382 19.3 Path No: 12 0379 27.17 0 1 lx(BM.Tee-Run)=1 6.46 150 20.7 0378 27.17 9.5 1.101 lx(BM.Tee-Br)=5 6 0.017 0 12.46 0.2 0378 27.17 -4.7 1 3x(BM.Tee-Run)=3 9.5 150 20.9 0374 27.17 4.8 1.101 3 0.0048 0 12.5 0.1 0374 27.17 -2.2 1 4x(BM.Tee-Run)=4 23.39 150 20.9 1428 27.17 2.6 1.101 2x(BM.Tee-Br)=10 14 0.0015 0 37.39 0.1 1428 27.17 2.2 1 3x(BM.Tee-Run)=3 9.5 150 21 1416 27.17 4.8 1.101 3 0.0048 0 12.5 0.1 1416 27.17 4.7 1 2x(BM.Tee-Run)=2 6.46 150 21 1412 27.17 9.5 1.101 2 0.017 0 8.46 0.1 1412 21.2 Path No: 13 1355 27.17 0 1 25x(BM.Tee-Run)=25 173.91 150 21.8 1311 27.17 7.1 1.101 2x(BM.Tee-Br)=10 55 0.01 0 4x(BM.90)=20 228.91 2.3 1311 24.1 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job:THE FIELDS BUILDING 6 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: 14 1359 27.17 0 1 16x(BM.Tee-Run)=16 180.92 150 22.1 1474 27.17 6 1.101 5x(BM.90)=25 46 0.0073 0 1x(BM.Tee-Br)=5 226.92 1.7 1474 27.17 0 1 2x(BM.Tee-Run)=2 7.01 150 23.7 1305 27.17 6 1.101 2 0.0073 0 9.01 0.1 1305 23.8 Path No: 15 0378 27.17 0 1 5x(BM.Tee-Run)=5 23.39 150 20.9 1416 27.17 4.7 1.101 2x(BM.Tee-Br)=10 15 0.0046 0 38.39 0.2 1416 21 Path No: 16 0374 27.17 0 1 lx(BM.Tee-Run)=1 5.94 150 20.9 1542 27.17 2.2 1.101 1x(BM.Tee-Br)=5 6 0.0011 0 11.94 0.0 1542 27.17 0 1 4x(BM.Tee-Run)=4 29.33 150 20.9 1428 27.17 2.2 1.101 lx(BM.Tee-Br)=5 9 0.0011 0 38.33 0.0 1428 21 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 28.01 ft/s occurs in the following pipe(s): (0041-1411) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area: 4; Supply Ref.: SRC; Supply Name:SRC I04psi @ 183.1 gpm(83.11 gpm+100gpmadd out.hose) 105 _ � _ , 100: .., 95. 90. I 85: _ 80. _ 75. . Q 70. N65_ _.... ............ 6 .. _.. __ ..............L 60 u) i d 55 et 50_ 45. . ............... . 40- 30. 1111111111111111111111 25: 111111111111111 E 20 20 O O O O O O O O O O . O O O O m OO O N -, N N Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2619 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428 . € I 3.928 3.428 _ _ , a 2.928_ co 0) 4' I.928- ._ _______ ._._. __._. _ ... ... _._.._ ._._._____w._ 1.428 __.. -I___._. 0.928 _ 4 -...._.i_ 0.428 r 7 00 Vl N 0T b M 0 N h 00 0 M ,O 00 ""� _ 0-- N en v> .O r- 00 — .-. 01 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2620 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5 3.5- C. d cri is-.. -� r0.2psi@83.1gpm• M O O O O N vi 1� O Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2621 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 a. H 0.743` G) 7 _ Vf G) a _ g 0.243 m . • 0 0 0 0 00 0 0 0 0 0 0 N Cl N Cl N a '• .. c� N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2629 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-I 16.061 15.061_ 1_ 14.061 13.061_ _g 12.061_ 11.061_ QI0.061_ d 9.061_ ®� 7 co 8.061_ _ { y N _ 7.061_ 6.061 5.061_ 4.061_ 3.061_ 2.061_ _. 1.4 psi @ 83.1 gpmi 1.061- 191 0.061 1 0 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2630 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O 5.6 . 4.6 . I � I :: : 1.6 W_ �€ - i 0.3 psi @83.1gpm418 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2631 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @ 83.1 gpm 2.8 2.3- c a. d 1.8_ i N € w I d 1.3- 1 0.8 0.3 0 0 0 0 0 0 0 0 0 M v 00 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 52 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 6 Contract No. :2018-TF-006 City: TIGARD, OR 97223 Project Location: 7890 SW HUNZIKER RD Date: 10/3/2019 Contractor Information Name of Contractor: FIRESTOP COMPANY Address: 3203 NE 65th Street,#2 City: Vancouver, WA 98663 Phone Number: (360)718-8604 E-mail:alec@firestopco.com Name of Designer: BOB KNIGHT,CET III Authority Having Jurisdiction: Oregon Fire Marshal Design Remote Area Name 9 Remote Area Location BLD 1 STAND PIPE Occupancy Classification STAND PIPE Density(gpm/ft2) 1 Area of Application(ft2) 750 Coverage per Sprinkler(ft2) 250 Number of Calculated Sprinklers 3 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams) (gpm) 768.3 Required Pressure at Source(psi) 156.5 Type of System Wet Volume-Entire System (gal) 178.9 gal Water Supply Information Date 9/26/19 Location PUMPER TRUCK Source FDC Notes File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 9 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 : FDC Flow(gpm) Pressure(psi) 0 180 750 165 1500 150 1875 123.8 2250 97.5 Supply Analysis Residual Available Node at Source Static Pressure Pressure Flow Pressure Total Demand Required Pressure (psi) (psi) (gpm) (psi) (gpm) (psi) FDC 180 165 750 164.7 768.3 156.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 768.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 768.3 Other Required Margin of Safety(psi) 0 FDC -Pressure(psi) 156.5 FDC -Flow(gpm) 768.3 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 9 System Demand 0 Available At Source 1 240- n F 220 _ 2Q`�` L. 4 �a .. 164.7 psi @ 768.3 gpm n w uoh ' _�,� 18i 160-- "..�iEl . Q ----' '*,-."....... ''3 140- - Sti 120� r 3 S5 85.873 60 D1 I 20- �._ 0 I 0 708000000DI 01L0I300400500 600 700180019002000 2100 2200 2300 2400 Flow, gpm l File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 6 Hydraulic Analysis for : 9 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 180 S2 Supply point#2 750 165 S3 Supply point#3 1500 150 S4 Supply point#4 1875 123.8 S5 Supply point#5 2250 97.5 D1 Elevation Pressure 0 16.7 D2 System Demand 768.3 156.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 164.4 791.4 8.2 768.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psit/z) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) HV1 Overhead 250 25 1 250 100 1 250 100 Sprinkler HV2 Overhead 250 25 1 250 100 1.008 252.1 101.7 Sprinkler HV3 Overhead 250 25 1 250 100 1.065 266.2 113.4 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 6 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 HV1 31.13 25 250 2.5 1x(us.Tee-Br)=16.47 1.1 120 100 012 31.79 250 2.635 lx(us.90)=8.24 24.71 0.1571 -0.3 25.82 4.1 012 31.79 252.1 4 lx(coupling)=1.32 184.66 120 103.8 BFS2-0 35.29 502.1 4.26 7x(us.90)=92.17 119.82 0.0551 -1.5 lx(us.Tee-Br)=26.33 304.48 16.8 BFS2-O 35.29 0 4 0.33 0 119 BFV-N BFS2-I 35.29 502.1 0 0 2.1097 0 *** 0.33 0.7 BFS2-I 35.29 0 4 2.9 120 119.7 SP 35.29 502.1 4.26 0 0.0551 0 2.9 0.2 SP 35.29 266.2 4 lx(coupling)=1.32 37.94 120 119.9 CVF-O 7.5 768.3 4.26 5x(us.90)=65.84 93.49 0.1211 12 lx(us.Tee-Br)=26.33 131.42 15.9 CVF-O 7.5 0 4 0.8 0 147.9 CV-1F Check CVF-I 7.5 768.3 0 0 2.7993 0 *** 0.8 2.2 CVF-I 7.5 0 4 2x(us.90)=26.33 7 120 150.1 040 2.5 768.3 4.26 26.33 0.1211 2.2 33.33 4 040 2.5 0 4 1.43 120 156.3 FDC 2.5 768.3 4.026 0 0.1595 0 1.43 0.2 FDC 156.5 Path No: 2 HV2 32.46 25 252.1 2.5 lx(us.90)=8.24 0.44 120 101.7 011 32.46 252.1 2.635 8.24 0.1596 0 8.67 1.4 011 32.46 0 4 1x(us.Tee-Br)=26.33 0.67 120 103.1 012 31.79 252.1 4.26 26.33 0.0154 0.3 27 0.4 012 103.8 Path No: 3 HV3 41.04 25 266.2 2.5 lx(us.Tee-Br)=16.47 0.44 120 113.4 001 41.04 266.2 2.635 16.47 0.1766 0 16.91 3 001 41.04 0 4 lx(coupling)=1.32 5.94 120 116.4 BFS1-O 35.29 266.2 4.26 lx(us.90)=13.17 14.48 0.017 2.5 20.42 0.3 BFS1-0 35.29 0 4 0.33 0 119.2 BFV-N BFS1-I 35.29 266.2 0 0 0.5914 0 *** 0.33 0.2 BFS1-I 35.29 0 4 1x(us.Tee-Br)=26.33 0.52 120 119.4 SP 35.29 266.2 4.26 26.33 0.017 0 26.86 0.5 SP 119.9 File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 6 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) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.36 ft/s occurs in the following pipe(s): (FDC-040) *** Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 6 Device Graphs Pressure vs. Flow Function Design Area: 9; Supply Ref.: FDC; Supply Name:FDC 200 190_ 1so mm = - 3 170 160 i 1 I50 . 140 ._ 130. i !Z 120. i 110. 7 90. 30. 20_ i! ' ' i o O N ,--. N N Flow,gpm Pressure Loss Function Design Area: 9; Valve Ref.: 077 (BFV-N, Size = 4); Inlet Node: BFS1-I; Outlet Node: BFS1-O 4.428 1 3.928 V 3.428_ L O. 2.928 Pr ai I. W d € a- f t1 1.928 1.428 3 0.928 02 psi @266.2gpm 0.428 r oc M N O, b M O N V1 CO C M ,D m _ r N M , ,. r O N ~Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 6 Device Graphs Pressure Loss Function Design Area: 9; Valve Ref.: 083 (CV-1F Check, Size = 4); Inlet Node: CVF-I; Outlet Node: CVF-O i 4.s { I 3.5 .__ t • j 2.2 psi @ 768.3 gpm a 1.5- _. 0.5 _ M __.. i M ., O O O C N v, 1• O ~Flow,gpm Pressure Loss Function Design Area: 9; Valve Ref.: 090 (BFV-N, Size = 4); Inlet Node: BFS2-I; Outlet Node: BFS2-O 4.428 i 3.928 ----a 3.428 _ ... • i 3 - I N 2.928 ' y 2.az8- _ i 1 d 1.928 - 1.4287 _ e �. ..� _ t._..a._ 0.7 psi @ 502.1 gpm . 0.928 ? _ w• ... 0.428 i 1. - a h N Cc b M O h 00 O M cc 00 N N M CC 1-- 00 O N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 6\The Fields BLD 6 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 8 ES-A-3000BM1 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series 3000BM1 Residential Fire Sprinkler �.. Double Check Detector Backflow Prevention Assembly " Sizes: 2" (50mm) Series 3000B Double Check Detector Assembly are designed to ' protect dunking water supplies from dangerous cross-connections 3000BM1 OSY GPM 3000BM1-FP-GPM in accordance with national plumbing codes and water authority regulations for non-potable service applications such irrigation, fire line,or industrial processing.The Series 3000B is ideal for use on non-health hazard fire protection systems to detect leaks or Specifications unauthorized water usage. The Series 3000BM1 consist of a main line valve body composed Modular check design concept facilitates maintenance and of two(2)independently acting approved poppet-type check assembly access.All sizes are standardly equipped with resilient modules with replaceable seats and disc rubbers.Servicing of both seated OSY shutoff valves and Vs"x 3/"(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%"x 3/4"(16 x 19mm)Water Meter that complies with ANSI/AVVVVA Standard C700 coupled • Compact Design for Ease of Installation with an approved double check assembly(DC).The bypass line • Inline Serviceable Assembly is design to detect leaks or unauthorized water usage of the • No Special Tools Required for Servicing fire system while protecting against possible backpressure and backsiphonage conditions for non-health hazard(i.e.,pollutant) • Captured Modular Spring Loaded Checks application. • Field Replaceable Seats&Discs • Field Replaceable Auxiliary Bypass Line&Components Typical Installation Auxiliary Bypass: The Series 3000BM1 is typically installed for service on com- • Compact Bypass Design; Remains within Main Valve mercial fire sprinkler systems. It is recommended this device is Assembly Profile installed after a water meter and/or main line isolation shutoff valve with installation techniques that comply with the latest edition • Inline Serviceable/" Backflow Assembly of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product • Field Replaceable Seats&Discs installation and safety information available or the experience of a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing,in the experience of a trained product installer.You are required to United States.Before installing standard material product,consult thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICE Inquire with governing authorities for local installation requirements Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, rt R E&WA'T E t O Ft KS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Approvals-Standards Configurable Options (Prefix-Suffix) • Approved by the Foundation for Cross-Connection Control and Suffix Hydraulic Research at The University of Southern California OSY: UUFM Approved OS&Y Gate Valves(ANSI/AWWA C515 (FCCCHR-USC) Compliant) •ASSE 1048 Listed FP:UL Approved Gear Operated Ball Valves • UL Classified(US&Canada) CFM: Cubic Feet per Minute 58°x 34"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 5'8"x 3/4"Water Meter(ANSI/AWWA •AWWA Standard C510 Compliant C700 Compliant) • CSA B64.5 LF: Less Shut-off valves;This is NOT an APPROVED ASSEMBLY • NFPA 13, 14, 15, 16, 20, 22&24 Compliant LM: No Water Meter Installed in Auxiliary Bypass Line • End Connections Gear-Operated Ball Valves—National Pipe Thread Taper ANSI/ASME B1.20.1 Example Ordering Descriptions • End Connections OS&Y Gate Valves—Compliant to ASME 2"3000BM1-OSY-GPM- Fitted with OS&Y Shutoff&Gallon per B16.1 Class 125&AWWA Class D Flange Minute Water Meter 0pss►F,�o ® 2"3000BM1-FP-CFM-Fitted with Gear Operated Shutoff& 0r� Cubic Feet per Minute Water Meter C OS Approved C 1048 OSY Friction Loss Gate Valves Friction loss chart identifies valve performance based upon rated Assembly Flow Orientation water Velocity up to 20fps • Horizontal-Approved by FCCCHR-USC, ASSE, UL, FM, • Maximum service flow rate is determined by maximum rated IAPMO/cUPC Velocity of 7.5fps. •Vertical Up-Approved by FCCCHR-USC,ASSE, UL, FM, •AVVWA Manual M-22(Appendix C)recommends that the maxi- IAPMO/cUPC mum water Velocity in the services be not more than 10fps. Material Specifications • UL flow rate is determined by typically rated Velocity of 15 fps. • Body: Cast Bronze ASTM B584 • Elastomers: Silicone psi Rated Flow 100%Rated Flow *UL Rated Flow • 0-Rings: EPDM 22 I I I • Check Modules: Engineered Plastics N is I I I I is Pressure Specifications = 1 I o 14 I I • Max.Working Pressure: 175 psi L 12 I I 1 • Min.Working Pressure: 10 psi a. 10 I 1 I • Hydrostatic Test Pressure: 350 psi cc 0 6 I I I • Hydrostatic Safety Pressure Rating: 700 psi a 4 I I I 2 I I I Temperature Specifications 6 1 • Continuous Operating Range:33°F-110°F(0.5°C 43°C) 0 20 40 60 80 100 120 140 160 180 200 220 240 260 gpm 76 152 228 303 378 454 530 606 680 757 833 908 984 1pm • Intermittent Operating Range up to 140°F(60°C)Must not 7.5 16.3 24.5 fps exceed 12 hour duration Dimensions — Weights I I o .1. .1. a 5 _ zi6_o-k 1111 IMINy.,lE"• r C � 11 sil T� A 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'/3 575 109/6 268 1113/6 300 131/2 343 85 38.6 3000BM1-FP 2 50 18'/8 479 8' 225 1173/16 300 414 108 35 15.8 t s FIRE&WATERWORKS A WATTS Brand USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•AmesFireWater.com ES-A-3000B-M1 1816 ©2018 Ames Fire&Waterworks Worldwide 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 = r Description components for convenient integration � #) into commercial and residential riser manifold assemblies. The TYCO commercial and residential 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- \, NFPA 13R ties having jurisdiction.Failure to do so . • 1 1/2 Inch (DN40) may impair the performance of these Male Thread x Female Thread devices. The owner is responsible for main ▪ 2 Inch (DN50) taining their fire protection system Groove x Groove d and devices in proper operating con- 3 *Although the Riser Manifold described in this techni- dition. Contact the installing contrac cal data sheet is intended for NFPA 13 sprinkler sys- tems,it may be used for NFPA 13D or 13R residential tor or product manufacturer with any sprinkler systems,where a test orifice of 2.8K or 4.2K questions. otrj, .-� is acceptable. The variety of sizes and grooved end Technical ��i 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) 1-1/2Inch Inlet Outlet A B C D E F G H (DN4-3 DN40-D N80) S1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 1-1/ze Manifolds, (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) 1-1/ ,2.SK Orifice A61 G0420 4-6 Inch 2 Groove Groove 13 18 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 (DN100-DN150) (50) (330) (457) (53) (143) (213) (388) (111) (32) Size Manifolds, 2",4.2K Orifice A61 G0601 2-1/2 Groove Groove 13 18-1/16 2-1/16 5-5/8 8-3/8 15-1/4 4-3/8 1-1/4 3 Flow Switch,VSR-M: (65) (330) (460) (53) (143) (213) (388) (111) (32) 1-1/2"(DN40) 91144815 3 13 18-1/16 2-1/16 5-7/8 8-5/8 15-3/4 4-3/8 1-1/4 2"(DN50) 91144802 (80) Groove Groove (330) (460) (53) (150) (219) (400) (111) (32) 2-1/2"(DN65) 91144825 3"(DN80) 91144803 4 Groove Groove 13 20-1/4 4-1/4 6-3/4 10-3/4 18-3/8 5-3/16 2 4"(DN100) 91144804 (100) (330) (514) (108) (172) (273) (467) (132) (50) 6"(DN150) 91144806 6 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 Field Replaceable (150) Groove Groove (330) (514) (108) (197) (300) (533) (172) (50) Retard/Switch 91144800 II OUTLET 1 0 / 1 OPTIONAL rtPRESSURE Immi / F RELIEF TRIM �- CONNECTION L�•t A I b1671 3,4 fr ) li AB Vhill ( 0 �C) 1r--�I 2in LU II 1111111 000711 ) I. 1 /B :::Y ' Ili di ! a A.,.\ _L _ _ INLET C G - H L D E -- - F -- FIGURE 1 MODEL RM-1 COMMERCIAL RISER MANIFOLDS 1-1/2-6 INCH(DN40-DN150) TFP963 Page 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1" NPT 1 CONNECTION (FEMALE) • `_I 1 1 1 _ii _______�� LI NO DESCRIPTION P/N 2 ��� 1 300 psi/2000 kPa 10" 11" Water Pressure Gauge..90050001 ■r (254 m"m) r min (280 mm) 2 Ball Valve,1"(DN25)....97111603 = 3 Flow Switch,VSR-M, "(DN25) 91144801 ��� Field Replaceable Retard/Switch 91144800 2 1/2" 1° Id (64 mm) RAIN 0 I 1 3-3/4" y 3-7/8" f _ (96• mm) 3,4 1"NPT (100 mm) 4-5/8" _ (FEMALE) (118 mm) _ 10-1/8" (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) il OPTIONAL PRESSURE 1 TRIM 1-1/2" NPT CONNECTION (FEMALE) / i ti 1111 ifri —i_ f_., „....,,,,r,of LIP— (337 mm) NO DESCRIPTION P/N - 10" p Iam 1 Water300 psi/2000 kPa Pressure Gauge..90050001 Aii —II ■ (254 mm) ■ 2 Ball Valve,1"(DN25)....97111603 2 3 Flow Switch,VSR-M, m 1-1/2"(DN40) 91144815 4 Field Re laceable (7/16 ) !I'P___________ ' Retard/Switch 91144800 11 mm _ } 3-7/8" y 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(DN4Q) , TFP963 Page 4 of 8 II 1 � 2" (GROOVED) / P OPTIONAL �� 'I PRESSURE Imo "ll RELIEF TRIM �� CONNECTION 16" t (406 mm) NO DESCRIPTION P/N I 13" be 1 300 psi/2000 kPa (330 mm) 1nom Water Pressure Gauge..90050001 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, 111 2"(DN50) 91144802 2 �.� 4 Field Replaceable Retard/Switch 91144800 MIME� 1/2" 11.41 (13 mm) IT 1 + 1 3-7/8" f y 4-1/8" 3,4 (100 mm) 1" (105 mm) 2'' NPT 5" _ (GROOVED) DRAIN (127 mm) 11-7/8" (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Manifold Notes: Step 1. Install the manifold body with Where applicable pipe thread sealant the flow arrow pointing in the down Installation is to be applied sparingly. Use of a stream position using threaded con- non hardening pipe thread sealant is nections and/or listed mechanical grooved connections, as applicable. TYCO Model RM-1 Riser Manifold recommended. must be installed in accordance with Never remove any piping component Step 2. Connect the drain line and on this section. nor correct or modifyanypiping defi- commercial manifolds set the Model p p gTD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing position or on residential manifolds installed either horizontally(flow switch and draining the system. close the drain valve. on top)or vertically(flow going up).The Provisions for an alarm test flow on inlet of the Riser Manifold may be con- Residential Models must be made. Step 3. Refer to Figure 6 for wiring netted directly to a shut-off control guidance.All wiring must be performed valve. The alarm test flow is to be through in accordance with the authority having an orifice having a flow capacity equal jurisdiction and/or the National Electri- to or smaller than the smallest orifice cal Code. sprinkler in the system. One of two options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an Inspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5 of 8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT 1001184-01 175 psi,1/2"NPT 1 001 1 84-01 2 1/2"x Close Nipple 1001023-01 MODEL RM-1 2 1/2"x Close Nipple,Qty 2...1001023-01 3 Flexible Hose: COMMERCIAL 3 Flexible Hose,1/2"x 16"....1001266-03 1-1/2-3 Inch(DN40-DN80) RISER MANIFOLD 4 Figure 815 Threaded Size Manifolds, 2 Reducing Tee, 1/2"x 24" 1001266-02 1 1"x 1"x 1/2"NPT 1001259-07 4-6 Inch(DN100-DN150) 5 1"x Close Nipple 1001025-01 Size Manifolds, *II 1/2"x 30" 1001266-01 r S 4 Figure 323 Reducing Tee, `,` r`... :10DeEL RM 1 Grooved x NPT Threaded: ��� i.��__ ESIDENTIAL 1-1/2-3 Inch(DN40-DN80) fl�.�;� `it*, RESIDENTIAL ER MANIFOLD Size Manifolds, �C:7i'" 1-1/4"x 1-1/4"x 1/2" 3231305GS ���`�,,.�� 2 4-6 Inch(DN100-DN150) �i�i �Size Manifolds, _ _`J�'2"x 2"x 1/2" 3232005GS �7.� i.,.�� � 5 Figure 577 Rigid Grooved / ( �� Coupling: 3 / `� 1-1/2-3 Inch(DN40-DN80) 5 4 't}- a Size Manifolds, '�'' 1-1/4" 57713AGCP / �r-\I, 4-6 Inch(DN100-DN150) 3 `` Size Manifolds, 2 I ,II' 2" 57720AGCP 5 4 FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressure manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressure relief trim components Relief Trim in this procedure. described in this procedure. Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2)in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. For assembly in Riser Manifolds and drain valve as applicable and install Step 4. Install Figure 815 Reducing installed and in service, verify the fire Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- protection system is de pressurized on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- and drained. Close the system supply ure 577 Grooved Coupling (5), align- sure relief valve outlet port.Reconnect control valve,set commercial manifold ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- test and drain valve to DRAIN or open with pressure relief valve outlet port. let as necessary. residential drain valve to relieve resid Reconnect drain piping to Figure 323 ual pressure and drain system. Make tee drain outlet as necessary. Step 5. Install 1/2 inch x Close Nip- certain that drainage water will not pies (2) in pressure relief valve outlet cause any damage or injury. Note: Refer to Technical Data Sheet port and in Figure 815 reducing tee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. for other requirements when closing a installation and assembly instructions. Step 6. Install Flexible Hose (3) by fire protection system control valve and Step 5. Install Flexible Hose (3) by threading female ends onto 1/2 inch x placing system in service. threading female ends onto 1/2 inch close nipples installed on relief valve Apply thread sealant or TEFLON tape x close nipple installed on relief valve outlet port and Figure 815 reducing tee on all threaded connections, with the outlet port and onto Figure 323 reduc- branch outlet. exception of internally sealed flexible ing tee branch outlet. Note:Assure Flexible Hose is not sus- hose connections. Note:Assure Flexible Hose is not sus- ceptible to being caught or snagged by ceptible to being caught or snagged by other moving equipment. other moving equipment. TFP963 Page 6 of 8 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not \�` SEPARATE permitted to be looped around �i1 CONDUCTORS CLAMPING the terminal and serve as two 41111111'''' PLATE _ separate connections.The TERMINAL wire must be severed to serve INCOMING ;� as two separate connections, �i, thereby providing supervision `� of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLENISUAL ADDRESSABLE ANNUNCIATOR MODULE NEUTRAL WHITE WHITE BLACK 7M ~fi w (��.iJ ¢w )Om) O¢m CiJ O�/j BLACK F-DO (LINE/HOT) 1--~¢ Owz J Z 0 m D O°Z O Q Q / O — \\ \ 0 0 0 —VW— CONTACT w A CONTACT RATINGS: 0 0 ` Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC ' NO NC COM COM NC NO �� © ® ®1 ��� ® NOTE: `�}^"�'J} 1 `�'-`<'J] When connecting to a UL Listed control panel, I 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 DRAIN . p.% AU) ,'0 arm go : - : oyl 1 ka Fr O Env DI' y 6 i0 i• NIO OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED • • ON DETENT ON DETENT ON DETENT IT pApia MODEL TD 1 .... .1!) � � C1 �1 TEST ANDDRAIN MIMI___ VALVE O O !Er 0' I■ I! lig kilo kid * y--�SIGHT FLOW (..Wi 3) (1111X6-3) 1(112M-3) 11111 III III DRAIN III N SET TEST CONNECTION DRAIN FRONT CONDITION CONDITION CONDITION VIEW FIGURE 7 MODEL RM-1 COMMERCIAL RISER MANIFOLD TD-1 TEST AND DRAIN VALVE OPERATION Care and standards of any authority having juris- of the NFPA,and any impairment must diction.Contact the installing contrac- be immediately corrected: Maintenance tor or product manufacturer with any Alarm/Flow Test Procedure questions. Step 1.Place the Model TD-1 Test and TYCO Riser Manifolds RM-1 must be It is recommended that automatic Drain Valve in the TEST position (Ref. serviced and maintained in accordance sprinkler systems be inspected,tested, Figure 7). On residential assemblies with this section. and maintained by a qualified Inspec- without a test orifice,temporarily install Before closing a fire protection system tion Service in accordance with local a test orifice in the drain outlet and fully control valve for inspection or main- requirements and/or national codes. open the Drain Valve. Make certain tenance work on the fire protection Note: No attempt is to be made to that drainage water will not cause any system that it controls, permission to repair any Riser Manifold component damage or injury. shut down the effected fire protection in the field. Only the pressure gauge, Step 2.Verify operation of associated system must first be obtained from waterflow alarm switch, or relief valve alarms. the proper authorities and all person- can be replaced.If any other problems Step 3. Verify that the residual (i.e., nel who may be affected by this action are encountered the entire riser mani flowing)pressure indicated by the pres must be notified. fold must be replaced. sure gauge is no less that originally After placing a fire protection system The alarm/flow test procedure will recorded for the system when it was in service, notify the proper authorities result in operation of the associated first installed. and advise those responsible for moni- alarms. Consequently, notification Step 4. Close the Drain Valve on the toring proprietary and/or central station must be given to the owner and the fire Residential models and the Test and alarms. department, central station, or other Drain valve on commercial models. The owner is responsible for the signal station to which the alarms are inspection,testing,and maintenance of connected, and notification must be Step 5. Verify that the static (i.e., not their fire protection system and devices given to the building occupants. flowing)pressure indicated by the pres- in compliance with this document, as The following inspection procedure sure gauge is no less that originally well as with the applicable standards must be performed as indicated, in recorded for the system when it was of the National Fire Protection Associa- addition to any specific requirements first installed. tion (e.g., NFPA 25), in addition to the TFP963 Page 8 of 8 Limited Ordering Optional 175 psi Pressure Relief Kit Specify: Pressure Relief Kit, Model Warrant Procedure RM-1 Riser Manifold,(specify Commer- cial or Residential application),(specify For warranty terms and conditions,visit Contact your local distributor for avail- size range), P/N (specify): www.tyco-fire.com. ability. When placing an order, indi- Commercial cate the full product name, including 1-1/2-3 Inch(DN40—DN80) 40721 description and part number(P/N). 4-6 Inch(DN100—DN150) 40731 Riser Manifolds Residential Specify:Size(specify)Connection Type 1-2 Inch(DN25—DN50) 40711 (specify inlet x outlet)Model RM-1 Riser Replacement Parts Manifold, P/N (specify): Specify: Model RM-1 Riser Manifold Commercial (specify part description), P/N (specify 1-1/2 Inch(DN40)MT x FT 40551 from Figures 1,2,3, 4 or 5) 2 Inch(DN50)G x G 40601 2-1/2 Inch(DN65)G x G 40611 3 Inch(DN80)G x G 40621 4 Inch(DN100)G x G 40651 6 Inch(DN150)G x G 40661 Residential 1 Inch(DN25)FT x FT 40671 1-1/2 Inch(DN40)MT x FT 40571 2 Inch(DN50)G x G 40591 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. NCO TEFLON is a registered trademark of DuPont Fire Protection Products FireLoc heck AyesC 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 The FireLock Series 717 Check Valve and Series 717H High Pressure Check Valves are CAD- designed for hydrodynamic efficiency and available in 2"/50mm—3"/80mm(Series 717H)and 2 1/2"/65 mm—12"/300 mm(Series 717)sizes. St Series 717H valves are cULus Listed and FM Approved for service up to 365 psi/2517 kPa.See • chart below for approved services for the Series 717 valves. In both valve designs,the single-disc mechanism incorporates a spring-assisted feature for non- Series 717 slamming operation.This spring-assisted,single-disc design achieves a leak-free seal with as (2/z—3"/66—80mm) little as 5ft/1.5m of head.Series 717 and 717H FireLock Check Valves can be installed either vertically(flow upwards only)or horizontally.A cast flow arrow indicator is provided to assist with proper valve orientation.Both valves include upstream and downstream pressure taps.Each valve is factory-tested to the rated working pressure.For systems requiring a Riser Check option, refer to publication 10.09. • Grooved ends allow fast,easy installation with just two Victaulic couplings or the valve may be mounted to flanged(ANSI CL.150)equipment using either to Victaulic Style 741 Vic-Flange®or Style 744 FireLock flange adapters on either end. Series 717 (4—127100—300 mml Approval/Listing Service Pressures Series 717H Size cULus FM LPCB Vds 2750mm up to365ps/2517kPa up to 365 psi/2517 kPa upto365psi/2517kPa s up to 365ps/2517 kPa _ 21/2'/65 mm up to 365psi/7517 kPa up to 365 par/2517 kPa up to 365 psi/2517 kPa up to 365 ps1/2517 kPa 761 mm up to 365 ps/2517 kPa up to 365 psi/2517 kPa up to 365psi/2517 kPa up to 365 pal/2517 kPa Series 717H High Pressure Check Valve 3780 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa ( up to 365 si/2517 kPa :- up to 365 psi/2517 kPa 47100 m m n/a n/a ria n/a 5/125mm._.... n/a n/a ...._. n/a nsa 1397mm _._..n/a n/a n/a n/a 6"/150mm n/a 1 rva n/a n/a 165.1 mm n/a i n/a n/a r✓a 8"/200mm n/a 1 n/a rVa ( n/a 107250mm n/a n/a n/a n/a 12"/300mm n/a n/a n/a n/a Approval/Listing Service Pressures Series 717 Size 2/50mm n/a n/a n/a n/a 21/2/65 mm up to 250 psi/1725 kPa n/a up to 365 psi/2517 kPa n/a 76.1 mm up to 250 ps✓1725 kPa n/a 1 up to 365 psi/2517 kPa up to l6bai 232 psi 3/80 mm up to 250 puV1725 kPa n/a up to 365 psi/2517 kPa up to 16bar/232 psi. 47100mm up to 365 psi2517kPa ( up to 365 psi/2517 kPa [ up to 365 psi/2517 kPa uotolobar/232 psi .. 57125 mm up to 365ps✓2517 kPa up to 365ps i/2517 kPa 1, up to 365 psi/2517 kPa n/a 139.7mm up to 365 pst/2517kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 16bar/232 psi 67150 mm up to 365 ps✓2517 kPa up to 365 ps/2517 kPa up to 365 psi/2517 kPa up to 16bar/232 psi 1651 mm up to 365 ps2517 kPa up to 365 ps/2517 kPa up to 365 psi/2517 kPa n/a 87200 mm up to 365ps2517kPa up to 365ps/2517kPa upto348psi/2400kPi up to 16bar/232 psi 107250 mm up to 250 ps11725 kPa up to 250 psi/1725 kPa up to 1725 kPa/250 psi n/a 127300mm up to 250 psi/1725 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.C 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. iCtauI1�i REV_P 10,08 1 IPS CARBON STEEL PIPE-ARE PROTECTION VALVES 10.08 C ®la CheckValves SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB • DIMENSIONS-Series 717 Approx. 111111111 A-)1 K B > Size Dimensions-Inches/millimeters Wgt.Ea. ...„,..,„„„„..„,„iiriiii„,,,:,,,,,,,„,„,,,,„,„,,,,,„„b„,,,,,,„:„,,,,,,,,,i,..,,,,,„ 11111O C �" miasma , TYPICAL 2y-3'/65-80MM 2'/z 2.875 3.88 4.26 3.57 _ _ _ _ _ 3.6 65 I 73.0 1 99 108 . 91 _ 1.6 76.1mm ` 3.000 3.88 4.26 3.57 - - i - 3.6 e A A. 76.1 99 • 108 91 • 1.6 ^_ R ® 3 3.500 4.25 5.06 4.17 _ _ 4.5 r� 80 88.9 108 129 106 j G _ 2.0 ` 1_l 4 4.500 9.63 6.00 [ 3.88 2.75 3.50 2.00 ( 4.50 3.50 i 3.35 20.0 1111111111 D E 100 114.3 245 152 99 70 3 89 51 114 89 85 9.1 I �. 5.563 10.50 6.80 4.50 4.17 2.15 5.88 4.08 398 27.0�K--N 0 I 141.3 ' 267 1 173 114 _ 106 55 149 104 101 12.3 4--B -►1.114- OIMEI 5.500 10.50 ; 6.80 [ 4.50 4.17 2.15 5.88 4.08 3.98 27.0 © 1/2"NPT Upstream Drain 139.7 267 173 j 114 _ 106 1 55 149 104 ; 101 12.3 O Vz"NPT Downstream Drain 6 6.625 11.50 I 8.00 5.00 4.50 2.38 6.67 4.73 . 3.89 38.0 0 2"NPT(Drain Optional) 150 168.3 • 292 : 203 127 I 114 61 169 120 ; 99 17.2 TYPICAL 4-8"/100-200MM 165.1 rem6.500 M 11.50 i 8.00 5.00 _ - i 4.50 • 2.38 : 6.67 4.73 3.89 38.0 165.1 I 292 7 203 127 114 61 , 169 120 99 • 17.2 8 8.625 1 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 . 5.75 64.0 A > 200 219.1 I 356 251 154 128 144 55 225 144 j 146 29.0 -�_ T _� I ?T 10 10.750 17.00 . 12.00 7.09 _ 5.96 6.69 2.15 10.92 6.73 1 100.0 25 45.4 `OJ Ilia II T 120 27750 19.50 14.00 8 06 6 911 -.._-7.64 ,�..2551 12 81 7.73 .I_ ... 40 0 p E 300 323.9 495 • 356 205 176 194 _ 64 925 196 I 63.5 K Q; jO -4---8 -Al 11 - O '/"NPT Upstream Drain ®'h"NET Downstream Drain TYPICAL 10-12"/250-300MM DIMENSIONS-Series 717H Approx. Size Dimensions-Inches/millimeters Wgt.Ea. akin t IIrtl Il y a: 2 8.66 6.46 3.23 1.48 302 280 _ 425 10.7 II,MINI" V.7// 60.3 219.8 164.1 • 82.1 375 76.7 71.0 , 108.0 4.9 v J -__ �. .`�' y 2Y2 9.37 6.94 • 3.31 1.66 3.40 3.38 _ 4.38 13.8 �� 73 238.0 176.3 ; 84.1 42.2 86.4 1 85.9 I i 111.3 6.3 R 1 9.37 6.94 ' 3.31 1.66 3 40 I 3 38 I 4.38 13.8 76.1 mm 238.0 176.3 84.1 42.2 86.4 85.9 ' 111.3 1 6.3 TYPICAL 2"/60.3 mm-3"/88.9 mm g 9.62 7.44 . 3.53 1.91 3.65 3.38 __................_ _.. 4.63 1 20.0 88.9 244.3 1 189.0 89.7 48.5 92.7 • 85.9 117.6 9.1 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ,Ct`atlu1tc 10.08__2 REV_P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 ireLoc Chec alves SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB MATERIAL SPECIFICATIONS Body:Ductile Iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. Body Coating:Series 717H Body: Black Paint Series 717H Endface:Electroless Nickel Series 717(2' —3"): PPS Coating Series 717(4—12"):Black Paint Body Seat:Series 717H—Nitrile 0-ring installed into an electroless nickel plated endface Series 717(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—80 mm):CF8M Cast Stainless Steel • Series 717(21/2—3"):Aluminum bronze with elastomer seal • Series 717(4—127100—300mm)Elastomer-coated ductile iron Shaft: • Series 717H(2—3750-80 mm):Brass • Series 717(21/—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—80 mm):Type 416 Stainless Steel • Series 717(22—12Y65—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. ✓ctaullc REV_P 10,08 3 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 ireLoc r heck 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 d 0 1Lu ti5 ry�4r � $ z N w a 0.1 10 100 1000 FLOW RATE-G.P.M. S717H/717HR 100.00 10 a tNfl ,„0 JO 10.00 yo �o L V) N LU CC 1.00 100 1000 10000 FLOW RATE(Litres/Min) www.victaulic.com $' tauImc VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.08 4 REV_P IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 kfi79 ec elves 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 Lri A 6f ,s0 c5) S_:), :;„ .,er cc - Al liPiP 0. 0.1 111° 10 100 ,000 wow woo. FLOW RATE-G.P.M. S717/717R 100.00 7:1 AI 0- 4? e "O ^ •;=, 4,, ,)<"s? io.00 :er ce •S: `1, D LU ce 1 00 10 00 100 1000 10000 100000 FLOW RATE(Litres/Min) www.victaulic.com ‘ictaulia VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV_P 1U8_5 IPS_CARPON STEEL , (') Check lees SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB INSTALLATION Series 717 and Series 717H Check Valves can be installed either vertically(flow up only)or horizontally (with hinge on top)-making sure the flow arrow matches the flow direction through the pipeline. Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing.Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.08 1479 REV P UPDATED 6/2011 •ctaulic° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. -------- 10,08 Fire Department Connection, ,x • y Straight Pattern *' Description The Straight Pattern Fire Department Connection is Underwrit- Specifications ers' Laboratories listed and Factory Mutual Approved. Manufac- tured from solid brass* components to increase service life. The Size: single clapper design features brass clapper and brass seats 4" IPS Outlet within a cast brass* body. The 2 1/2" swivels are pin lug design (2)2 1/2" Swivel Inlets for ease of use and compatibility with local fire service districts. Type: Straight Pattern Swivel gaskets are included. Breakable caps or plugs should be Material: installed to protect swivels and prevent debris from being acci- Brass* dently introduced into the water way. *Swivels: NST 3.0686 x 7.5T Installation CF 2.9900 x 7.5T BCT 3.0000 x 8 TP Installation of the Fire full turn past hand tight. Make NYFD 3.0300 x 8 TP Department Connection is sure FDC is aligned accord- QST 3.0310 x 7 TP achieved with readily avail- ing to requirements. CIN-new 3.0580 x 6 TP able jobsite tools. Prior to PHX 3.0620 x 6 TP installation make sure the DO NOT OVER TIGHTEN. TEM 3.0750 x 6 TP proper identification sign has OVERTIGHTENING MAY CLV 3.0780 x 8 TP CIN-old 3.0930 x 6 TP been installed on the nipple. CAUSE SEVERE STRETCH- ONT 3.1250 x 5 TP Coat male threads of 4" IPS ING AND POSSIBLE DET 3.1250 x 7.5T nipple liberally with a suitable CRACKING OF THE OF NovaSco 3.2300 x 5 TP pipe thread sealant such as THE FDC BODY. Dayton 3.2340 x 6 TP Pipefit®. Tighten FDC one Richmon 3.3120 x 8 TP Raleigh 3.3400 x 6 TP Approvals: UL Listed 300psi `Contains lead. Not for use in water sys- FM Approved 300psi tems intended for human consumption. Fire Protection Products, Inc 6241 Yarrow Dr.,Suite A.Carlsbad,CA 92011-1541 ©1995-2010 Fire Protection Products,Inc(FPPI) „o, v.P,,.„ For questions: 1 800 344-1822•1 800 344-3775 fax•www.fppi.com rev071410 Angle Hose Valves 14 UL, ULC and FM Approved _ F P P I® Description .b Angle hose valves feature all brass*construction with forged or cast bodies for rigidity and light weight.Typical uses are in rack assemblies or any other pooft application which requires a listed fire hose valve.Available in rough brass or polished chrome finish with a red hand wheel. UL, ULC and FM Approved. 4I Rated 300psi Installation Specifications Install in accordance with customary installation practices. Use an approved Material: thread sealant such as PipeFit Thread Sealing Paste with PTFE on the male Cast or Forged Brass*Body [1- threads to which the valve is being installed. Finish: DO NOT OVER TIGHTEN.Over tightening of the valve during installation Rough Brass Polished Chrome' to the male pipe threads may crack or deform the valve body. Only use tools suitable for the installation of this product. Do not use pipe wrench Threads: extenders to increase leverage on pipe wrenches.This may result in valve 21/2"FNPT x FNPT damage as well as personal injury. FNPT x MNST" MBCT MOST MONT MPHX MTEM MCLV 21/2"GRV x FNPT .., GRV x MNST ' 1'/"FNPT x FNPT FNPT x MNST Friction loss is less than 3 psi thru an equivalent length of pipe per UL Standards. *Contains lead.Not for use in water systems intended for human consumption. 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. C LISTED LISTED APPROVED tiiCt Worldwide www.tyco-fire.com Fire Protection Contacts Products BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General TechnicalKT Description Data TYCO CPVC Pipe and Fittings pro- Sizes , duced by Tyco Fire Protection Prod- 3/4 Inch thru 3 Inch ucts (TFPP) are designed exclusively Maximum Working Pressure ,. , for use in wet pipe automatic fire 175 psi . s sprinkler stems. The TYCO CPVC p y Approvals Pipe and Fittings are produced from UL and C UL Listed BLAZEMASTER CPVC compound FM Approved ' ' that is a specially developed thermo- LPCB Approved plastic compound composed of post NSF Certified chlorinated polyvinyl chloride (CPVC) MEA Approved City of Los Angeles resin and state of the art additives. as TYCO CPVC Pipe and Fittings are (Refer to Installation Handbook IH-1900 „ ti, y; i ti d, easier to install than traditional steel dated June 2008 for exact listing/approval pipe systems, and at the same time, information.) provide superior heat resistance and Manufacture Source Installation strength as compared to traditional U.S.A. TYCO CPVC Pipe and Fittings are to CPVC and PVC piping materials used Material be to be installed in accordance with in the plumbing trade. Various adapt- Pipe: Installation Handbook IH-1900 dated ers are available to connect CPVC ASTM F442,SDR 13.5 April 2016. pipe to metallic piping.All female pipe Fittings: thread adapters have brass inserts for ASTM F438(Sch.40) durability. Grooved adapters connect ASTM F439(Sch.80) directly to grooved end valves and ASTM F1970 metallic pipe,with flexible grooved end Color couplings. Orange NOTICE The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction.Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Page 1 of 2 APRIL 2016 TFP1915 TFP1915 Page 2 of 2 Care and Limited Maintenance Warranty TYCO CPVC Pipe and Fittings are to be For warranty terms and conditions,visit maintained and serviced in accordance www.tyco-fire.com with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service,notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authority having juris- diction.Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected,tested,and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. t;; BLAZEMASTER is a trademark of The Lubrizol Corporation. Fire Protection Products l .2,-, „,„. ... ... • ZANNETg' 01-',.-f„.ik!:,,,L i tiF,:i4. SIDEWINDER° FOR WOOD -Horizontal Application .0,,,„;..,:ii f` Application Product Features r ?) ?: i Not less than 2°nominal width ti,702EffiT rT " •- v, •No pre-drilling required. y-d (1-1/2°)up to 3-1/2°pipe;not less than 3"(2-1/2")nominal width 4"&5"pipe •Quick to install using the Sammy --„, - `- 4—, Floor Joist Nut Driver with an 18V cordless .fir ) Minimum 2-112°from bottom for drill/driver. r :=`t`[[ branch lines.Minimum 3"from bot- PN.:,.. tom for main lines.Exception:This •Saves time from traditional J requirement shall not apply to 2"or n,§ thicker nailing strips resting on top of al methods. W i_ : r steel beams. '4'. •Reduces installation costs. ! ; •Made in the U.S.A. r o ti rCantptsite f Tt it*"" " i=Watch a video demonshaGon of J v.itwbuflde ma) d Rod Part Screw Ultimate UL Test Box Case Model �'I"w Approvals Size Number Descriptions Pullout(Ibs) Load(Ibs) Qty Qty v/ Rom.. 4 .... .. 1 •;.. T`i : , t # �?. (., ' �f. :. , 114' 8019957 SWG 200 L`4 x 2" 1725 (Fir) 25 25 ` '• 3/8" 8020957 SWG 10 1l4 x 1" 622(Fir) 300 25 125 Q 3/8' 8021957 SWG 20 114 x 2" 1725 (Fir) 1050 25 125 Q 3/8" 8073925 SWG 20-SS 1f4x2" 1725(Fr} 850 25 125u 3/8"' 8022925 SWG 25-380 318 x 2-1/2" 2249 (Fir) 1500 25 125 #14 SW Red ,_., 3/8" , 8023925 SWG 30 1/4 x 3" 1884 (Fir) *rill 25 125 W Nut Driver ti Part#8114910 "May require predrilling;consuttjeist manufacturer. W i SAMMYS SWIVEL HEADTM FOR WOOD - Swivel Application V £, i p ApplicationWOOD Product Features 0 k„, OR RAFTERR •Eliminates distortion of threaded rod. SNGSTICRT to OR RAFT T •Accommodates up to 3'%"x 12 pitch roof. R' •Allows 17°deflection from vertical. 2 Co Iiii RANGER—"'- R0o i •Saves time from traditional methods. 141 + •Reduces installation costs. t �""G HANGER M/�7(AN6lE fir' •Made in the U.S.A. O !Q y y Rod Part Screw Ultimate UL Test Load FM Test Min Box Case W Approvals Size Number Model Descriptions Pullout(Ibs) (Ibs) Load(Ibs) Thickness Qty Qty :i ?�LMOUNT . - r '"aT "s .. a ; . ''` a te 415K�' eu '�1 _: #14 Black Q,Q 3/8" 8139957 SH-GST 20 1/4 x 2' 1257(Fir) 1050 1475 25 125 Q Nut Driver ��,� 3/8" 8141957 SH-GST 30 1/4 x 3 1) Far 1500 1475 25 125 Part#8113910 t ) 1903 Dim.Lumber " `. Q. 3/8"" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 1500 25 125 Dim.Lumber 850 @ 45° � 111"� Q '03 Dim.Lumber G If1406 @ 45°off vertical 25 125 -' 1,p_ 6, -- Dim.Lumber S 'May require pre-drilling;consultjoist manufacturer. O #14 SH Orange Nut Driver t Part#8273910 4 5 To find a distributor near you,call 800-BUILDER Pipe Hangers Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig.B317ONF) Fig. 200F- "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig.B317ONFF) us Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig.B317ONFC) LISTED Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig. 200 - 1/2" (15mm)thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications s Function: For fire sprinkler and other general piping purposes. Knurled - u swivel nut design permits hanger adjustment after installation. il Features: ,.� ® ; • (1/2" (15mm)thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design - \\\ 1 keeps adjusting nut from separating with hanger. Hanger is easily o B installed around pipe. ; A • For hanger with non-captured nut order Fig. 200S. • (21/2" (65mm)thru 8" (200mm)) Spring tension on nut holds it securely in -- hanger before installation.Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm)thru 8" (200mm)) -= Fig.200-yz.200-3/4 in the USA(UL)and Canada (cUL)for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm)thru 8" (200mm)). Fig.2001 to 200-2 Fig.20g-21/zto200-8 Conforms to Federal Specifications WW-H-171 E &A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69& SP-58, Type 10. Maximum Temperature: 650°F (343°C) -. Finish: Pre-Galvanized. Stainless Steel ;. materials will be supplied with (2) hex nuts ` ' in place of a knurl nut. Order By: Figure number and pipe size i ' ` E Designed to meet or exceed requirements oft a FM DS 2-0. �, -. S fie Fig.200 ..�-� Fig.200C Fig.200F Pipe Size Rod Size A B Approx.Wt./100 ��Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) a , 200-1/2 1/2" (15) 3/8"-16 31/8 (79.4)'- 25/8" (66.7) 11 (5.0) 200-3/4 3/4" 120) 3/8"-16 31/8" (79.4) 21/2" 163.5) 11 15.0) 200-1 1" (25) 3/8"-16 33/8" (85.7) 25/8" (66.7) 12 (5.5) 200-11/4 11/4" (32) 3/8"-16 33/4' (94.0) 27/8" 173.01 13 15.9) 1 200-11/2 11/2" (40) 3/8"-16 37/8' (98.4) 27/8" (73.0) 14 (6.4) 200-2 2" (501 3/8"-16 41/2" (114.3) 3" 176.3) 15 (6.9) 200-21/2 21/25 (65) 3/8"-16 55/8" (142.9) 41/8" (104.7) 27 (12.3) 4 ' 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" (150) 1/2"-13 101/8" (257.2) 63/4" (171.4) 73 (33.4) 200-8 8" (200) 1/2" 13 131/8" (333.4) 83/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 21 t1y a Pipe Clamps Fig.28M - Offset Hanger&Restrainer for CPVC Plastic Pipe and IPS Steel Pipe** TOLCO Size Range: 3/4"(20mm)thru 2" (32mm) CO US Material: Steel, Pre-Galvanized USTED Function: Designed to be used as a hanger and restrainer for CPVC piping or steel piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces • Unique snap-on design holds pipe firmly in place and allows retrofit type of installation •The "Stand-Off" design eliminates the need for wood block extension A • Can be installed on horizontal or vertical piping regardless of mounting surface orientation •Attaches easily to wood structure with two hex head self-threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/16" (7.9mm)extension socket eliminating impact tool damage to pipe •Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4" x 1" tek type self drilling tapping screws c _ •cULus Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the B #10 x 1"screws are exposed, use Fig.27B speed nut to secure Approvals: Underwriters Laboratory Listed in the USA(UL)and Canada(cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, .- ,. 13R and 13D. Fig. 28M satisfies the UL verticals 1 restraint requirements where needed. :1` Fig.27B Order By: Figure number and pipe size (2)Required 11 Patent#7,744,042 **With reduced spacing, consult factory. "'_ r° -1 '' �� by a ---� Hanger and Restraint E 1 Application 4 4a 4 ° �' ' o L_ -- _J �If1-Z• ++` TT ri----Li /' Restraint Fig. R (1)Required ri A 1----( High High Side of Hanger 4 c t .t i �- r est a ,� R `.f 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) 35Iit' (84.1) 5'-6" (1676) 9 (4.1) 28M-1 1" (25) 21/8' (54.0) 3/16' (4.8) 31/2" (88.9) 6'0" (1829) 12 (5.4) 28M-11/4 11/4' (32) 25/16" (58.7) 3/16" (4.8) 31/2" 188.9) 6'-6" (1981) 13 (5.9) 28M-11/2 11/2" (49) 27/16" 161.9) 3/16" (4.8) 37/8' (98.4) 7"-0" (2133) 14 (6.3) 28M-2 2" (50) 25/8" (66.7) 3/16" (4.81 47/16"(112.7) ' 8'-0" (2438) 15`(6.8) * Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. -Line Fire Protection Solutions 41 by Pipe Clamps Fig.24- Hanger for CPVC Plastic Pipe& IPS Steel Pipe** t ?TOLCC Double Fastener Strap Side Mounted (B-Line B3183) c uL 11s 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 c --- of a beam. Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(cUL)to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge(0.912mm)steel 1 using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of / NFPA 13, 13R and 13D. f ".\ Features: Fig. 24 incorporates features which protect the pipe and ease installation.The flared edge design protects the CPVC pipe from u' any rough surface. Easily attaches to the building structure using the „' two UL Listed hex head self threading screws* furnished with the _ product. It is recommended that rechargeable electric drills fitted with - a hex socket attachment be used as installation tools. No impact . tools (such as a hammer)are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a H e pilot hole in wood is required. B Finish: Pre-Galvanized \~� B Order By: Figure number and pipe size * Hardened hex head self threading screw is furnished with they �{ product and is the minimum fastener size acceptable. **With reduced spacing, consult factory. CPVC Max.Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) Ft. (m) in. (mm) Lbs. (kg) 24-3/4 3/4" (20) 25/16' (58.7) 15/32' (27.8) 13/16' (30.2) 51/2 (1.67) 5/16" (7.9) 9 (4.1) 24-1 1" (25) 25/8" (66.7) 15/16" (33.3) 13/16" (30.2) 6 (1.83) 5/16" (7.9) 9 (4.1) 24-11/4 11/4" (32) 3" (76.2) 11/2" (38.1) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) 24-11/2 11/2" (40) 31/4" (82.5) 15/8" (42.3) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 127/32" (43.6) 13/16" (30.2) 8 (2.44) 5/16' (7.9) 15 (6.8) Fig.25- Surge Restrainer ‘114 c uL ass o Size Range:—One size fits 3/4"(20mm)thru 2" (40mm) pipe. \ LISTED 3 Material:—Pre-Galvanized Steel \ -a s y Function:—Designed to be used in conjunction with Fig. 200 band `` hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity.The surge restrainer is = easily and efficiently installed by snapping into a locking position on the •. ' band hanger. This product is intended to satisfy the requirements as li II indicated in the National Fire Protection Association NFPA 13, 2010 ;!; i` edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel . ,.1 ; pipe or CPVC plastic Pipe. Approvals:—Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA(UL)and Canada (cUL). Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4"(20mm)thru 2" (40mm). II' Patent#5,344,108 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. -Line by m 38 Fire Protection Solutions RESIDENTIAL( AUTOMATIC SPRINKLERS a MODEL GL4110 & GL4910 FIRE SPRINKLER CORPORATION PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Model GL4110 and GL4910 Residential Sprinklers have a low profile yet durable design which utilize a 3mm frangible glass ampule as the thermosensitive element.Theyfeature economy, aesthetics and low flow. ., The combination of the 3mm frangible glass ampule and spe- cially designed deflector make the Model GL4110 and GL4910 r Residential Sprinklers the ultimate in life safety and fire control. l These Globe Pendent and Recessed Pendent Residential Sprin- ,;l klers have metthe strict requirements of Underwriters Laboratories 44„ ; Inc.as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626,and should be used accordingly. ' _g= These sprinklers should also be installed in accordance with the appropriate NFPA Standard 13, 13D.or.13R and under the direc- tion of the approving authorities having jurisdiction. RESIDENTIAL The heart of Globe's Model GL4110 and GL4910 sprinklers PENDENT proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pres- sure within the ampule exceeds the strength of the glass causing the ---:-: glass to shatter. This results inwaterdischarge which isdistributed ��'"' in an approved pattern. -= TECHNICAL DATA , �a' . •See reverse side for Approvals and Specifications. •Temperature Rating- 155°F (68°C), 175°F (79°C). ` •Water Working Pressure Rating - 175 psi (12 Bars). •Factory tested hydrostatically to 500 psi(34 Bars). RESIDENTIAL •Maximum low temperature glass bulb rating is-67°F(-55°C). RECESSED PENDENT •Frame - bronze • Deflector- brass • Screw- brass •Bulb seat-copper • Spring - nickel alloy • Seal-teflon •Bulb-glass with alcohol based solution, 3mm size. •Escutcheon Assembly-steel •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLESPRINKLER BULB N.F.RA.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 'IPA II --THT,� RED : A €t ° 1 APT 1:bili.� k � "�— yl h)( I�ItWitINTERMEDIATE _` YELLOW � �� �F 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX989-846-9231 SEPTEMBER2010 A-1 BULLETIN GL4110/GL4910,REV.#6 I. !l I 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 (6.4 cm) White Polyester2 GL4910 4'9 Nominal (68 metric) Black Polyester2 Lead Coated' NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2 C-U.L.LISTED CORROSION RESISTANT- INSTALLATION DATA GL4110 POLYESTER MUST BE SPECIFIED OR 1 ON ORDER. a 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 GP.M. -8.6 P.S.I. 16' x16' 14 GP.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT 12' x 12' 13 G.P.M. -7 P.S.I. 14' x 14' 14 GP.M. -8.2 P.S.I. GL4910 16' x 16' 14 GP.M. -8.2 P.S.I. 18' x 18' 18 G.P.M. - 13.5 P.S.I. 20' x 20' 20 GP.M. - 16.7 P.S.I. *WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS,A 0,1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. CROSS SECTION ORDERING INFORMATION 2 15/16" DIA. SPECIFY 2'' MIN. DIA. Quantity • Model Number • Style HOLE IN CEILING Y —, 2e/32„ DIA._ •Orifice • Temperature • Finishes desired Z,. •Quantity-Wrenches- P/N 325390 REDUCER •Quantity- Recessed Wrenches - P/N 325391 •Quantity-Proctective Caps-P/N 327109-CAP i 8" MIN. (Friction Fit Recesed) 5/8" MAX. -- ��®, � — �,/8" GLOBE® PRODUCT WARRANTY ' � } Globe agrees to repair or replace any of its own CEILING 0,' } }IN manufactured products found to be defective in mate- rial 1/2" MAX rial or workmanship for a period of one year from date CUP __4 I of shipment. RETAINER For specific details of our warranty please refer to 1/2"ADJUSTMENT RECESSED PENDENT Price List Terms and Conditions of Sale(Our Price List). 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 Cal \kiii •, 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com SEPTEMBER2010 PRINTED U.S.A. BULLETIN GL4110/GL4910,REV.#6 QUI RESPONSE AUTOMATIC SPRINKLERS arallgiri GL SERIES UPRIGHT. PENDENT FIRE I L R CORPORATION VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler • operation approximately six times faster than ordinary sprinklers. . " : ; While the Quick Response Sprinkler provides an aesthetically M, al pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatlyincreased safetyto life and • is available in various styles, orifices, temperature ratings and x finishes to meet many varying design requirements. Quick QUICK RESPONSE Response Sprinklers should be used advisedly and under the UPRIGHT CONVENTIONAL direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that , contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed - in an approved pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL •See reverse side for Approvals and Specifications. SIDEWALL *Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) " •Water Working Pressure Rating - 175 psi (12 Bars) " 11 •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 44 1 ORANGE/RED 1 4 :: INTERMEDIATE _. 4 "' YELLOW/GREEN DirErMilrm HIGH t. ' #" _' 7144 BLUE 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 « FAX 989-846-9231 JULY 2012 A-20 BULLETIN GL5615, REV. #9 AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT o VERTICAL SIDEWALL HORIZONTAL SIDEWALL 0 CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7cm) 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7cm) Factory Bronze 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7cm) Chrome 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7cm) White Polyester 3 Black Polyester 2'3 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2cm) METRIC CONVERSIONS ARE APPROXIMATE. ' HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F cULus FM LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA 101-92-E GL2815 2.8 LH X X X X X X — — — X GL4215 4.2 LH X X X X X X — — — X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 7.8* LH/OH X X X X X X — — — X GL8118 8.1 LH/OH X X X X X X X X X X • GL2801 2.8 LH X X X X X X — — — X GL4201 4.2 LH X X X X X X — — — X PENDENT GL5601 5.6 LH/OH X X X X X X X X X X GL8101 7.8* LH/OH X X X X X X X — — X GL8106 8.1 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X — — — SIDEWALLt GL8133 8.1 LH X X X X X X — — — — GL2826§ 2.8 LH X X X X X X — — — X HORIZONTAL GL4226§ 4.2 LH X X X X X X — — — X SIDEWALL GL5626§ 5.6 LH/OH X X X X X X X — — X GL5627a 5.6 LH/OH X X X X X — — X X — GL8127§ 8.1 LH/OH X X X X X X — — — — CONVENTIONAL GL5624 5.6 LH/OH X X X X X — — X X (OLD STYLE) GL8125 8.1 LH/OH X X X X X — — X X — 1SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6"BELOW THE CEILING. iINSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. 'PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE®PRODUCT WARRANTY SPECIFY •Quantity ® Model Number = Style Globe agrees to repair or replace any of its own manufactured •Orifice ® Thread Sizes ° Temperature products found to be defective in material or workmanship for a •Finishes desired period of one year from date of shipment. •Quantity-Wrenches- P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). i4 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 6SN • 989-846-4583 FAX 989-846-9231 �� � � CO°��ER 1-800-248-0278 www.globesprinkler.corn JUNE 2012 PRINTED U.S.A. BULLETIN GL5615,REV.#9 I R r . AUTOMATIC SPRINKLERS GL SERIES vii Y' • DRY TYPE FIRE SPRINKLER CORPORATIONHORIZONTAL SIDEWALL RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler A,�, is designed for use in special applications such as freezing environments and , conditions where sediment or foreign materials might accumulate in ordinary e<"+4 1 it r horizontal pipe nipples. R The Globe Quick Response GL Series Dry Type Horizontal Sidewall Sprinkler utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. At the ampule's rated temperature, the sprinkler opens releasing the bulb seat, QUICK RESPONSE causing the inner tube assembly to move, allowing the spring assembly to pivot DRY NON-ADJUSTABLE alongside the inner tube. At this time, water flows through the sprinkler and is HORIZONTAL SIDEWALL distributed by the deflector, in an approved discharge pattern. It can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a ,, 1 ..:--- hermetically sealed frangible glass ampule that contains a precisely measured r. ! r. I,�, amount of fluid. When heat is absorbed, the liquid within the bulb expands ,. 11. . * increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. QUICK RESPONSE DRY SLEEVE &SKIRT TECHNICAL DATA HORIZONTAL SIDEWALL • See reverse side for Approvals and Specifications. • Temperature Ratings- 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). • Water Working Pressure Rating - 175 psi (12 Bars). -- • Factory tested hydrostatically to 500 psi (34 Bars). apta„, • Maximum low temperature glass bulb rating is -67°F (-55°C). • Frame- bronze a Deflector- brass • Screw- brass • Bulb seat- brass • Spring -teflon coated nickel alloy QUICK RESPONSE • Retainer- brass • Pin - stainless steel • Torsion spring - stainless steel DRY RECESSED • Bulb- glass with alcohol based solution, 3mm • Orifice insert- brass HORIZONTAL SIDEWALL a 3/4" NPT or 1" NPT a Outer tube- galvanized steel pipe • Inner tube - stainless steel • SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY �' `' `, •L l� ORANGE/RED ,�r 669,F 1' INTERMEDIATE �'ivii� l ,, YELLOW/GREEN ,14,44 '. g _ ,, ; HIGH ;�I'l`'��� ' ",'` ` �' BLUE =2� 1 Ii � �� j 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 JULY 2010 A-58 BULLETIN GL5641, REV. #14 I • 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 1 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. 2Lead Coated is UL approved only. APPROVALS STYLE SIN CODE K FACTOR THREAD SIZE 135°F 155°F 175°F 200°F 286°F *FM cULus 57°C 68°C 79°C 93°C 141°C HORIZONTAL GL5641 5.6a 1" NPT X X X X X X X SIDEWALL GL5642 5.6a 3/4" NPT X X X X X - X GL8141 8.1b 1" NPT X X X X X - X RECESSED GL5641 5.6a 1" NPT X X X X X X X HORIZONTAL GL5642 5.6a 3/4" NPT X X X X X - X SIDEWALL GL8141 8.1b 1" NPT X X X X X - X NOTE:"Listed for light hazard only with deflector from 4"-12"below the ceiling. *Recedssed for light and ordinaryllhazard- M with dovedc15rfrom d 200 200°F onl the ceiling. IMPORTANT INSTALLATION DATA 'Recessed Horizontal Sidewall-FM Approved 155°F and 200°F only. Horizontal Sidewall-FM Approved 155°F,200°F,and 286°F only. Globe GL Series Dry Horizontal Sidewall sprinklers should be installed in accordance with the requirements set forth in CROSS SECTIONS NFPA 13. These sprinklers are to be installed using a pipe wrench applied to the outer tube.When this is not possible,the M",�<„"P. z 5,<1""3',, o.. proper sprinkler head wrench may be used with extreme care `°^ °� I for lengths up to approximately18".Excessive force may distort ""_ 1— the frame thus destroying the unit. When installed in a wet system extending into a freezing * :L Wic"�" + ,, �� SVppcf area see chart on Dry Caution Sheet for minimum exposed It U' 'DPW'''. "w img �s o,a barrel length to prevent ice plugs. Please refer to our Dry r 04 M'" oLE ry WULrI- Caution sheet for further important installation data. j" "�`"W`1 _°TINEF." V.25`V` ORDERING INFORMATION "" SPECIFY EXTENDED RECESSED A Quantity ® Model Number " Style HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL *Orifice " Temperature a Finishes desired "Quantity-Wrenches-P/N 333010 —',"(;;°M,„3;°„;°T-1 "Quantity-Recessed Wrenches-P/N 337014 Fm"°`— nE° "Quantity-Protective Caps-P/N 327109-CAP(Friction Fit E, l Eki Recessed) "Escutcheons desired r ., i— aE""� r_---- L *"A"Dimension-Distance from face of fitting to the finished - ceiling regardless of escutcheon used. III IIF „ �. r jB6", 81e, `_`,, GLOBE®PRODUCT WARRANTY "V51 CUSS'2' "'_''°'"�_"' L—'a Mom' Globe agrees to repair or replace any of its own manufactured NON-ADJUSTABLE SLEEVE&SKIRT products found to be defective in material or workmanship for a HORIZONTAL SIDEWALL HORIZONTAL SIDEWALL period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FIRE SPRINKLER FOR eTION 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY2010 PRINTED U.S.A. BULLETIN GL5641, REV.#14