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Specifications — FPS2a3'-oa>V 2 aczv sw faxiz1K6i2 eer- RECEIVED N' t S- MCP'SUPPORTAND ENCOURAGE MC CERTIFICATION � ► Y OF TIGARD BUILDING DIVISION g i s I o.s , ' * MATIC FIRE PROTECTIO r ax HYDRAULIC CALCULATION SUBMITTALS THE FIELDS APARTMENTS BUILDING 4 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 WE SUPPORT ANC ENCOURAGE NiCF.F CERTIFICATION 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 Aw WYATT FIRE PROTECTION. INC. 9095 S.W. Burnham Tigard,OR 97223 Fire Hydrant Fire Flow PROJECT SW 77th PI. & SW Hunziker ADDRESS SW 77th PI. & SW Hunziker CROSS STREET FLOW HYDRANT SW 77th PI. & SW Hunziker LOCATION STATIC 104 PITOT RESIDUAL 36 GPM 2256 one 4" pitot flowed GPM AT 20 PSI 11677 calculated per NFPA 291 ------------ DATED 05.04.18 MONITOR HYDRANT SW 77th PI. (North end) LOCATION STATIC 104 RESIDUAL 100 DATED 05.04.18 WITNESS WITNESSED BY TITLE ORGANIZATION City of Tigard Public Works SIGNATURE PERFORMED BY Jack Gardner FORWARD FLOW CALCULATION AND AVAILABLE WATER FLOW AT PITOT Project Name: Job#: 2018-TF-004 THE FIELDS - BUILDING 4 Date: Aug-18 W/OUT ADDED FRICTION LOSS PITOT ORIFICE 1.25 4 PSI 83 GPM OD Size Sch 40 Sch 10 C Factor of Pipe 120 1 1.049 Line 1 1 1/4 1.380 1.442 1 1/4 Pipe Size 1.442 SCH Sch 10 Pipe #Fits 1 1/2 1.610 1.682 Ft.of Pipe 12 45 ElI 1 1 2 2.067 2.157 90 ElI 9 3 2 1/2 2.469 2.635 VLV 4 1 3 3.068 3.260 Tot Fits 20 Tee 6 1 4 4.026 4.260 Total 32 6 6.357 Line 2 8 8.249 2 Pipe Size 2.067 SCH Sch 40 Pipe #Fits N/A Ft. of Pipe 5 0 0 Fitting Equivalent Lengths in Feet 0 0 0 45 ElI 90 ElI Tee VLV CV 0 0 1 1 2 5 4 5 Tot Fits 0 0 0 1 1/4 1 3 6 4 7 Total 5 11/2 2 4 8 5 9 Line 3 2 2 5 10 6 11 2 Pipe Size 2.157 SCH Sch 10 Pipe #Fits 2 1/2 3 6 12 7 14 Ft. of Pipe 0 0 3 3 7 15 10 16 0 0 4 4 10 20 12 22 0 0 6 7 14 30 10 32 Tot Fits 0 0 0 8 9 18 35 12 45 Total 0 VLV= Control Valv CV =Check Valve Line 4 2 IPipe Size 2.157 SCH Sch 10 Pipe BFP Ft. of Pipe 144.2 eqv ft added for BFP Loss 7.8 PSI @ 83 GPM Friction Loss in 1 1/4 Pipe 0.38 * 32 12.30 line 1 Friction Loss in 2 Pipe 0.07 * 5 0.33 line 2 Friction Loss in 2 Pipe 0.05 * 0 0.00 line 3 Friction Loss in 2 Pipe 0.05 * 144 7.80 line 4 Total Loss 20.43 Total Pressure Required @ Base of Riser 4 + 20 = 24 PSI Pressure Available at 83 GPM = 104 PSI Remaining Pressure I 80 77% Static 104 Residual 100 Flow 2500 Prepared by Bob Knight, CET III (NICET# 100164) HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 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) 410 Coverage per Sprinkler OP) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl. Hose Streams)(gpm) 182 Required Pressure at Source(psi) 85.3 Type of System Wet Volume-Entire System (gal) 131.5 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 1 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (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 104 182 85.3 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) 82 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 82 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 85.3 SRC -Flow(gpm) 82 Demand w/o System Pump(s) N/A File:C:\DWG1_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 1 Supply Supply;Safety Pressure System Demand Add.Out.Hose 0 Available At Source 15 I 140 130- 104psi@182gpm 1 S2 mom D2 rn g, a 4 Q D3 ... 70 .` a 60- s t 50 40= { 6 3f0d 2a D1 �1 I 10a 0 708000000pI0t200300400500160017001800190020002100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) Si Supply point#1 -Static 0 104 52 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 82 85.3 03 System Demand+Add.Out.Hose 182 85.3 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 93 18.7 182 Supply;Safety Pressure 94 87.3 8.7 182 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psir ) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 200 4.9 0.1 20 16.7 0.108 21.6 19.5 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 0.101 20.2 17.1 Sprinkler 104 Overhead 200 4.9 D.1 20 16.7 0.101 20.1 16.8 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'/2) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 1 102 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.93 150 16.7 0003 36.29 20 1.101 lx(BM.90)=5 10 0.0679 -3.7 19.93 1.4 0003 36.29 4.7 1 lx(BM.Tee-Run)=1 1 150 14.4 0002 36.29 24.7 1.101 1 0.1 0 2 0.2 0002 36.29 20.1 1 lx(BM.Tee-Run)=1 2.13 150 14.6 1129 36.29 44.8 1.101 1 0.3017 0 3.13 0.9 1129 36.29 -14 1 2x(BM.Tee-Run)=2 11.83 150 15.5 1127 36.29 30.8 1.101 2 0.1505 0 13.83 2.1 1127 36.29 -14.8 1 8x(BM.Tee-Run)=8 46.44 150 17.6 1178 36.29 15.9 1.101 2x(BM.Tee-Br)=10 23 0.0445 0 lx(BM.90)=5 69.44 3.1 1178 36.29 25.5 1 2x(BM.Tee-Run)=2 5.94 150 20.7 1180 36.29 41.5 1.101 2 0.2617 0 7.94 2.1 1180 36.29 -7.9 1 3x(BM.Tee-Run)=3 7.13 150 22.8 1262 36.29 33.6 1.101 3 0.1773 0 10.13 1.8 1262 36.29 -3.9 1 2x(BM.Tee-Run)=2 7.95 150 24.6 1257 36.29 29.7 1.101 2 0.1409 0 9.95 1.4 1257 36.29 2.6 1 13x(BM.Tee-Run)=13 157.15 150 26 0043 36.29 32.3 1.101 2x(BM.Tee-Br)=10 43 0.1648 0 4x(BM.90)=20 200.15 33 0043 36.29 49.7 1.25 lx(BM.Coupl)=1 6.93 150 59 0378 36.29 82 1.394 1 0.2932 0 7.93 2.3 0378 36.29 0 2 lx(us.90)=6.48 0.33 150 61.3 TR4 36.29 82 2.003 6.48 0.0502 0 6.81 0.3 TR4 36.29 0 2 lx(coupling)=1.23 1.49 120 61.6 FS4-O 34.75 82 2.157 1.23 0.0529 0.7 2.72 0.1 F54-0 34.75 0 2 1 0 62.4 Flow Switch FS4-I 34.66 82 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 65.5 CV4-0 33.04 82 2.157 1.23 0.0529 0.7 2.56 0.1 CV4-0 33.04 0 2 0.67 0 66.3 VIC 717 CV CV4-I 32.38 82 0 0 0.4292 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 66.9 VIC 705 B-FLY BF4-I 32.04 82 0 0 1.1019 0.1 *** 0.33 0.4 File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiv2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 67.4 0381 30.79 82 2.157 lx(us.90)=6.15 30.77 0.0529 0.5 33.18 1.8 0381 30.79 0 4 lx(coupling)=1.32 28.78 120 69.7 CV-0 2.67 82 4.26 4x(us.Tee-Br)=105.34 119.82 0.0019 12.2 lx(us.90)=13.17 148.6 0.3 CV-0 2.67 0 4 0.83 0 82.2 CV-1F Check CV-I 1.83 82 0 0 0.2323 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 82.7 BFV-N BF-I 1.5 82 0 0 0.0782 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 82.9 FF 1 82 4.26 13,17 0.0019 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 83.1 0360 -3.75 82 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 43.84 150 85.2 0361-0 -3.75 82 4.22 1.9 0.0013 0 45.74 0.1 0361-0 -3.75 0 4 0.75 0 85.3 Gate A2360 0361-I -3.75 82 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 85.3 SRC -3.75 82 4.22 0 0.0013 0 1.41 0 SRC 85.3 Path No: 2 104 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 10.5 150 16.8 0002 36.29 20.1 1.101 lx(BM.90)=5 10 0.0685 -3.7 20.5 1.4 0002 14.6 File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright®2002-2012 Tyco Fire Prolection Products Page 6 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 103 27.79 4.9 20.2 1 lx(BM.Tee-Br)=5 8.5 150 17.1 0004 36.29 20.2 1.101 5 0.0693 -3.7 13.5 0.9 0004 36.29 -4.7 1 15x(8M.Tee-Run)=15 127.32 150 14.3 0025 36.29 15.6 1.101 lx(BM.Tee-Br)=5 40 0.0427 0 4x(BM.90)=20 167.32 7.1 0025 36.29 10.9 1 2x(BM.Tee-Run)=2 9.5 150 21.5 0027 36.29 26.5 1.101 2 0.1143 0 11.5 1.3 0027 36.29 14 1 1x(BM.Tee-Run)=1 6.46 150 22.8 0031 36.29 40.5 1.101 1 0.2509 0 7.46 1.9 0031 36.29 -5.1 1 4x(BM.Tee-Run)=4 17.13 150 24.6 0041 36.29 35.4 1.101 4 0.1954 0 21.13 4.1 0041 36.29 14.3 1 4x(BM.Tee-Run)=4 48.49 150 28.8 , 0043 36.29 49.7 1.101 2x(BM.Tee-Br)=10 34 0.3658 0 4x(BM.90)=20 82.49 30.2 0043 59 Path No: 4 101 27.79 4.9 21.6 1 lx(BM.Tee-Br)=5 13.81 150 19.5 1102 36.29 21.6 1.101 lx(BM.90)=5 10 0.0785 -3.7 23.81 1.9 1102 36.29 -10.7 1 12x(BM.Tee-Run)=12 132.63 150 17.7 0025 36.29 10.9 1.101 1x(BM.Tee-Br)=5 37 0.0222 0 4x(BM.90)=20 169.63 3.8 0025 21.5 Path No: 5 1129 36.29 0 1 21x(BM.Tee-Run)=21 150.95 150 15.5 0027 36.29 14 1.101 2x(BM.Tee-Br)=10 56 0.0351 0 5x(BM.90)=25 206.95 7.3 0027 22.8 Path No: 6 1127 36.29 0 1 5x(BM.Tee-Run)=5 36.43 150 17.6 1121 36.29 14.8 1.101 lx(BM.Tee-Br)=5 10 0.039 0 46.43 1.8 1121 36.29 10.7 1 2x(BM.Tee-Run)=2 10.02 150 19.4 1178 36.29 25.5 1.101 2 0.1066 0 12.02 1.3 1178 20.7 File:C:\DWG1_Firestap1The Fields 1BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psis) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 1180 36.29 0 1 8x(BM.Tee-Run)=8 145.26 150 22.8 1199 36.29 7.9 1.101 2x(BM.Tee-Br)=10 38 0.012 0 4x(BM.90)=20 183.26 2.2 1199 36.29 5.1 1 lx(BM.Tee-Run)=1 7.13 150 25 1208 36.29 13 1.101 1 0.0304 0 8.13 0.2 1208 36.29 3.9 1 lx(BM.Tee-Run)=1 7.95 150 25.2 1209 36.29 16.9 1.101 1 0.0496 0 8.95 0.4 1209 36.29 -2.6 1 6x(BM.Tee-Run)=6 49.83 150 25.7 0041 36.29 14.3 1.101 2x(BM.Tee-Br)=10 36 0.0363 0 4x(BM.90)=20 85.83 3.1 0041 28.8 Path No: 8 1262 36.29 0 1 20x(BM.Tee-Run)=20 147.84 150 24.6 1208 36.29 3.9 1.101 2x(BM.Tee-Br)=10 50 0.0033 0 4x(BM.90)=20 197.84 0.7 1208 25.2 Path No: 9 0004 36.29 0 1 lx(BM.Tee-Run)=1 11 150 14.3 0003 36.29 4.7 1.101 1 0.0046 0 12 0.1 0003 14.4 Path No: 10 0031 36.29 0 1 3x(BM.Tee-Run)=3 45.78 150 24.6 1199 36.29 5.1 1.101 2x(BM.Tee-Br)=10 13 0.0054 0 58.78 0.3 1199 25 Path No: 11 1102 36.29 0 1 6x(BM.Tee-Run)=6 68.95 150 17.7 1121 36.29 10.7 1.101 lx(BM.Tee-Br)=5 11 0.0213 0 79.95 1.7 1121 19.4 Path No: 12 1209 36.29 0 1 18x(BM.Tee-Run)=18 143.93 150 25.7 1257 36.29 2.6 1.101 2x(BM.Tee-Br)=10 48 0.0016 0 4x(BM.90)=20 191.93 0.3 1257 26 File:C:\DWG1_Firestop\The Fields 1BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 8 J Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/Psi'/z) (gpm) (in) (ft) (ft) (Psi) (Psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.24 ft/s occurs in the following pipe(s): (0378-0043) *** 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 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 2002-2012 Tyco Fire Protection Products Page 9 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: SRC; Supply Name:SRC I I i 1 1 104psi cr 182gpm(82gpm+100gpmadd.out.hose)t: ' 101- __ _ __.... __�, ___._..,_._.___ ..,, _.__.._... 95 —4-- —i- —1---t -- 1 90 --{ _._ ____ .__...j_,_.._.__ -- 85 I I i.... .........n.._ ..._._....___..... 80 __... [._ 75 1 y55 .._...._.._,. __ _"..__ ,.... ..,._._......,.._... ...__ ..._......._ d i 40 _ 35 � 25 20 i 1 .__. _ .,._. __..... I ; 10 5 I 1 0 0 0 0 0 0 0 0 0 0 e, M h ,o N c, 0, 0 v, o N N N Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2239 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 15.061L. -- 13.061:- ----i- ®_,_..._._. _......__..._--'_..__._.. .. ._..._........_._......e._'__ { 12 061-........ ._..._._. ___ { "j' { 11061- _ _. -E _— ---'— --- '"----- 1- ....._ ___ _.. ._ i o D. 7.061 _. .._..____—__.—___ I ..... 6.061i- 5 061-.,.....,_ _ _.—..�...__._��W._ ..............._- __._..._.., .,.��.>..... 3 4 061:.'._.— 1 2061. 0.4 psi @ 82 gpm i 1 0617"""".. _.....................___T_._._ ....__ .z' ..:vw'. 0.061- o 0 h = o o ..ab Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 02002-2012 Tyco Fire Protection Products Page 10 Job :THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2240 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O 5 0- 4.6' ... 0 , 7 N N N L a 2.6 L6- 0.3 psi @ 82 gpm ' 41 o r 0 0 0 N 00. Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2241 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3psi@82gpm 2 8- Li - a s a) N a) - L a 13_ O8_ 0 0 0 c a O 0 p Flow,gpm File:C:\DWG\_Firestop\The Fields BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job :THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2244 (BFV-N, Size = 4); Inlet Node: BF-1; Outlet Node: CV-I 3.4^_8- .N 2 V'+8- a 0, y z-izs co 0) a 9 2 g: 1.4287 0.028_ 0.428- _. . a M cc o O co V O Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 2245 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4s— fl L 7 H L a 1.5 0.2 psi ©82 gpm 411 O g Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 1 0/312 0 1 9 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 2246 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 0.743- E a 0.243_..._...... o o w o 0 N N R ^ � N N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 13 HYDRAULIC CALCULATIONS for Job Information Project Name:THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date: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) 430 Coverage per Sprinkler(fr) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 181.9 Required Pressure at Source(psi) 91.8 Type of System Wet Volume-Entire System (gal) 131.2 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C`,DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 2 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (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) (psi) (gpm) (psi) (gpm) (psi) SRC 104 100 2256 104 181.9 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) 81.9 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.9 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 91.8 SRC -Flow(gpm) 81.9 Demand w/o System Pump(s) N/A File:C:\DWG\_Firestop\The Fields BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 15 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 2 a Supply Supply:Safety Pressure System Demand ,* Add.Out.Hose 0 Available At Source 150 140 130 104 psi @181.9gpm 1 aA-�i S2 1 i B 2 _"___ 99 515 u) D3 Q M U Cn 70 a ...a 0 i a 60 ..... } 51 :�--t-, ." 4 0- , • . • 30 :; { • D1 1 s ■ 1i 0 0 70800000010101:20030040050016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 13.7 D2 System Demand 81.9 91.8 D3 System Demand+Add.Out.Hose 181.9 91.8 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 88.5 12.2 181.9 Supply;Safety Pressure 94 83.1 2.2 181.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psirh) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 201 Overhead 200 4.9 0.1 20 16.7 0.107 21.3 18.9 Sprinkler 202 Overhead 200 4.9 0.1 20 16.7 0.101 20.1 16.8 Sprinkler 203 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 204 Overhead 200 4.9 0.1 20 16.7 0.102 20.4 17.3 Sprinkler File:C:\DWG1Firestop1The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright CO 2002-2012 Tyco Fire Protection Products Page 17 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi' ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 203 27.79 4.9 20 1 lx(BM.Tee-Br)=5 9.17 150 16.7 1188 36.29 20 1.101 1x(BM.90)=5 10 0.0679 -3.7 19.17 1.3 1188 36.29 -6.2 1 lx(BM.Tee-Run)=1 19 150 14.3 1190 36.29 13.8 1.101 1 0.0342 0 20 0.7 1190 36.29 20.4 1 3x(BM.Tee-Run)=3 58.76 150 15 1199 36.29 34.2 1.101 4x(13M.90)=20 23 0.1834 0 81.76 15 1199 36.29 -15.3 1 lx(BM.Tee-Br)=5 7.13 150 30 1208 36.29 18.9 1.101 lx(BM.Tee-Run)=1 6 0.0613 0 13.13 0.8 1208 36.29 1.6 1 lx(BM.Tee-Run)=1 7.95 150 30.8 1209 36.29 20.6 1.101 1 0.0715 0 8.95 0.6 1209 36.29 -3.7 1 6x(BM.Tee-Run)=6 49.83 150 31.4 0041 36.29 16.9 1.101 2x(BM.Tee-er)=10 36 0.0497 0 4x(BM.90)=20 85.83 4.3 0041 36.29 32.4 1 4x(BM.Tee-Run)=4 48.49 150 35.7 0043 36.29 49.3 1.101 2x(BM.Tee-Br)=10 34 0.3604 0 4x(BM.90)=20 82.49 29.7 0043 36.29 32.6 1.25 lx(BM.Coupl)=1 6.93 150 65.4 0378 36.29 81.9 1.394 1 0.2921 0 7.93 2.3 0378 36.29 0 2 lx(us.90)=6.48 0.33 150 67.8 TR4 36.29 81.9 2.003 6.48 0.05 0 6.81 0.3 TR4 36.29 0 2 lx(coupling)=1.23 1.49 120 68.1 FS4-0 34.75 81.9 2.157 1.23 0.0527 0.7 2.72 0.1 FS4-0 34.75 0 2 1 0 68.9 Flow Switch FS4-I 34.66 81.9 0 0 3 0.0 *** 1 3 FS4-I 34.66 0 2 lx(coupling)=1.23 1.33 120 71.9 CV4-O 33.04 81.9 2.157 1.23 0.0527 0.7 2.56 0.1 CV4-O 33.04 0 2 0.67 0 72.8 VIC 717 CV CV4-I 32.38 81.9 0 0 0.4288 0.3 *** 0.67 0.3 CV4-I 32.38 0 2 0.33 0 73.4 VIC 705 B-FLY BF4-I 32.04 81.9 0 0 1.0977 0.1 *** 0.33 0.4 BF4-I 32.04 0 2 2x(us.Tee-Br)=24.61 2.42 120 73.9 0381 30.79 81.9 2.157 lx(us.90)=6.15 30.77 0.0527 0.5 33.18 1.7 0381 30.79 0 4 lx(coupling)=1.32 28.78 120 76.2 CV-0 2.67 81.9 4.26 5x(us.Tee-Br)=131.67 146.15 0.0019 12.2 lx(us.90)=13.17 174.93 0.3 File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 18 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/ps11/2) (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 81.9 0 0 0.2318 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 89.2 BFV-N BF-I 1.5 81.9 0 0 0.0779 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 89.4 FF 1 81.9 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 89.6 0360 -3.75 81.9 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 43.84 150 91.7 0361-0 -3.75 81.9 4.22 1.9 0.0013 0 45.74 0.1 0361-0 -3.75 0 4 0.75 0 91.8 Gate A2360 0361-I -3.75 81.9 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 91.8 SRC -3.75 81.9 4.22 0 0.0013 0 1.41 0 SRC 91.8 Path No: 2 202 27.79 4.9 20.1 1 lx(BM.Tee-Br)=5 9.17 150 16.8 1186 36.29 20.1 1.101 lx(BM.90)=5 10 0.0685 -3.7 19.17 1.3 1186 36.29 6.2 1 lx(BM.Tee-Run)=1 19 150 14.5 1184 36.29 26.3 1.101 1 0.1125 0 20 2.3 1184 36.29 21.3 1 2x(BM.Tee-Run)=2 29.84 150 16.7 1180 36.29 47.6 1.101 lx(BM.Tee-Br)=5 7 0.338 0 36.84 12.4 1180 36.29 -17.1 1 3x(BM.Tee-Run)=3 7.13 150 29.2 1262 36.29 30.5 1.101 3 0.1483 0 10.13 1.5 1262 36.29 -1.6 1 2x(BM.Tee-Run)=2 7.95 150 30.7 1257 36.29 28.9 1.101 2 0.1339 0 9.95 1.3 1257 36.29 3.7 1 13x(BM.Tee-Run)=13 157.15 150 32 0043 36.29 32.6 1.101 2x(BM.Tee-Br)=10 43 0.1671 0 4x(BM.90)=20 200.15 33.4 0043 65.4 Path No: 3 204 27.79 4.9 20.4 1 lx(BM.Tee-Br)=5 9.17 150 17.3 1190 36.29 20.4 1.101 lx(BM.90)=5 10 0.0703 -3.7 19.17 1.3 1190 15 File:C:\DWG1_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 19 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi'Yz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 201 27.79 4.9 21.3 1 lx(BM.Tee-Br)=5 9.17 150 18.9 1184 36.29 21.3 1.101 lx(BM.90)=5 10 0.0763 -3.7 19.17 1.5 1184 16.7 Path No: 5 1188 36.29 0 1 lx(BM.Tee-Run)=1 18.67 150 14.3 1186 36.29 6.2 1.101 1 0.0077 0 19.67 0.2 1186 14.5 Path No: 6 1199 36.29 0 1 3x(BM.Tee-Run)=3 45.78 150 30 0031 36.29 15.3 1.101 lx(BM.Tee-Br)=5 8 0.0412 0 53.78 2.2 0031 36.29 17.1 1 4x(BM.Tee-Run)=4 17.13 150 32.2 0041 36.29 32.4 1.101 4 0.1655 0 21.13 3.5 0041 35.7 Path No: 7 1209 36.29 0 1 18x(BM.Tee-Run)=18 143.93 150' 31.4 1257 36.29 3.7 1.101 2x(BM.Tee-Br)=10 48 0.0029 0 4x(BM.90)=20 191.93 0.6 1257 32 Path No: 8 1180 36.29 0 1 2x(BM.Tee-Run)=2 5.94 150 29.2 1178 36.29 17.1 1.101 2 0.0507 0 7.94 0.4 1178 36.29 -6.1 1 2x(BM.Tee-Run)=2 10.02 150 29.6 1121 36.29 11 1.101 2 0.0223 0 12.02 0.3 1121 36.29 -5.1 1 18x(BM.Tee-Run)=18 201.58 150 29.8 0025 36.29 5.8 1.101 2x(BM.Tee-Br)=10 48 0.0069 0 4x(BM.90)=20 249.58 1.7 0025 36.29 5.5 1 2x(BM.Tee-Run)=2 9.5 150 31.6 0027 36.29 11.3 1.101 2 0.0236 0 11.5 0.3 0027 36.29 5.8 1 lx(BM.Tee-Run)=1 6.46 150 31.8 0031 36.29 17.1 1.101 1 0.0507 0 7.46 0.4 0031 32.2 File:C:\DWG\_Firestop\The Fields 1BLD 4\The Fields BLD 4 R-1 FP.dwg Date I0/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 20 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings 1: L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi') (gpm) (in) (ft) (ft) (Psi) (Psi) Path No: 9 1262 36.29 0 1 20x(BM.Tee-Run)=20 147.84 150 30.7 1208 36.29 1.6 1.101 2x(BM.Tee-Br)=10 50 0.0007 0 4x(BM.90)=20 197.84 0.1 1208 30.8 Path No: 10 1178 36.29 0 1 8x(BM.Tee Run)=8 46.44 150 29.6 1127 36.29 6.1 1.101 2x(BM.Tee-Br)=10 23 0.0076 0 lx(BM.90)=5 69.44 0.5 1127 36.29 5.1 1 2x(BM.Tee Run)=2 11.83 150 30.1 1129 36.29 11.3 1.101 2 0.0234 0 13.83 0.3 1129 36.29 -5.5 1 21x(BM.Tee-Run)=21 150.95 150 30.4 0027 36.29 5.8 1.1012x(BM.Tee-Br)=10 56 0.0068 0 5x(BM.90)=25 206.95 1.4 0027 31.8 Path No: 11 1121 36.29 0 1 6x(BM.Tee-Run)=6 36.43 150 29.8 1127 36.29 5.1 1.101 lx(BM.Tee-Br)=5 11 0.0055 0 47.43 0.3 1127 30.1 Path No: 12 1129 36.29 0 1 18x(BM.Tee-Run)=18 141.45 150 30.4 0025 36.29 5.5 1.101 lx(BM.Tee-Br)=5 43 0.0062 0 4x(BM.90)=20 184.45 1.1 0025 31.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 17.21 ft/s occurs in the following pipe(s): (0378-0043) *** 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 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 21 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area:2; Supply Ref.: SRC; Supply Name:SRC 104 psi @181.9gpm(81.9gpm+100 gpm add.out.hose) , 3 105-;{�., . ..., 100. f _.... _. .+s. ________ 957- 1 _y '-'1- r 90 , _ I I - 85 4 .-a I _... .. 75 I- _s.I_"_( .. . _ _... . W en 557 o. 50 r : .. .... 1 }jih ... as a0 +LIT I 25 :—.__-1._ LLf. ®I.,..._ ....®.. ._ .-. ...._.._ - I _..,. i 2 I I i i 0 o 0 0 0 0 0 0 0 0 .c O O O O O O 0 0 O N M ,,, o r- o J. 0 o o al N Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2239 (VIC 705 B-FLY, Size = 2); Inlet Node: BF4-I; Outlet Node: CV4-I 16.061' 15.061:....... 14.0617_. 13.0617:.....- __. _.. . __.. ... .._.,.. . .-_._ ...__. ._.... _.... ._.. 1 11.061_..___ _....,.. __.._.....___ __ _.. 2 9.061 to -,- 0 8.0617 N 6.061- _.._ __,_..__....... ........#...... 5.0617 .. . __ __.. _.... _. ..._®_... ._._................. I 4.061 _. _.... 3.061_.....______.._....._. _... _. .._ 04 psi @81.9gpm 0.061 • - ® _P "v �..._.... _.... _._._ v- _... o - 0 0 0 0 0 0 w v Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002.2012 Tyco Fire Protection Products Page 22 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2240 (VIC 717 CV, Size = 2); Inlet Node: CV4-I; Outlet Node: CV4-O 4.6' 0 7 rA m d 2.6 0.3psi@81.9gpm 0.6-- • o 0 = o 0 0 c 0 0 n Ci a Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2241 (Flow Switch, Size = 2); Inlet Node: FS4-I; Outlet Node: FS4-O 3 psi @ 81.9gpmk 2.8- 23" •N a - N 1.8- L 3 En to Qr d 1.3- 08_ 03_ - .. C c o 0 0 0 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 23 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2244 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I i I 4428- .... __.. ._ i ..,.._ a ...L,_,__. E , j i E ; N 2.928 ..._- .__- __..._ __�. 1. ...__. t cy d _ o i i Q. I 1.928- u - a 3 I s t t428"___ a_. .... . .._... _ ..__.. e_ . ..' ....,._.... ..._ 0.928' _.... 0.428-_....._....__.. A 00 ,,i N » O -i Flow,gpm Pressure Loss Function Design Area: 2; Valve Ref.: 2245 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4: w a air 5 a) co - C- I i 0.2psi©a 81.9gpm 'i II 1 o = o = '^ o ' s N n:n n o Flow,gpm File:C:\DWG1_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 24 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 2246 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 I- L N 0.>_43`. • O 0 O > 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 25 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date: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) 410 Coverage per Sprinkler(fP) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 181.3 Required Pressure at Source(psi) 73 Type of System Wet Volume-Entire System (gal) 125.7 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes • File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 26 Job :THE FIELDS BUILDING 4 Hydraulic Analysis for : 3 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (15.6C) Fluid Weight, (Ib/ft3) N/A for Hazen-Williams calculation. Fluid Dynamic Viscosity, (Ib•s/ft2) N/A for Hazen-Williams calculation. Water Supply Parameters Supply 1 : SRC Flow(gpm) Pressure(psi) 0 104 2256 100 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (psi) (psi) (gpm) (psi) (gPm) (Psi) SRC 104 100 2256 104 181.3 73 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) 81.3 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.3 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 73 SRC -Flow(gpm) 81.3 Demand w/o System Pump(s) N/A File:C:1 DWG 1_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright®2002-2012 Tyco Fire Protection Products Page 27 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 3 Supply • Supply;Safety Pressure f System Demand f Add.Out.Hose 0 Available At Source 150 ® 130 104psi@181.3gpm. �1 'J g2 100 99,515 N i D2 • y .., N7L D3 (1) 60 : '...:.. 50 40:: 30 D1 . 10 0: 0 7080000000 30200300400 5001 600170018001 9002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields BLD*The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012Tyco Fire Protection Products Page 28 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 104 S2 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.3 73 D3 System Demand+Add.Out.Hose 181.3 73 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 100.8 30.9 181.3 Supply;Safety Pressure 94 94.9 20.9 181.3 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis) (gpm/ftx) (gpm) (psi) (gpm/ft2) (gpm) (psi) 301 Overhead 200 4.9 0.1 20 16.7 0.105 20.9 18.2 Sprinkler 302 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 303 Overhead 200 4.9 D.1 20 16.7 0.101 20.3 17.1 Sprinkler 304 Overhead 200 4.9 0.1 20 16.7 0.1 20.1 16.8 Sprinkler • File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 29 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi' ) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 302 18.5 4.9 20 1 lx(BM.Tee-Br)=5 10.09 150 16.7 1018 27.17 20 1.1011x(BM.90)=5 10 0.0679 -3.8 20.09 1.4 1018 27.17 1.3 1 lx(BM.Tee-Run)=1 1 150 14.3 1017 27.17 21.4 1.101 1 0.0766 0 2 0.2 1017 27.17 20.1 1 lx(BM.Tee-Br)=5 2.13 150 14.5 1016 27.17 41.4 1.101 5 0.2613 0 7.13 1.9 1016 27.17 4.1 1 3x(BM.Tee-Run)=3 9.5 150 16.3 0936 27.17 45.6 1.101 3 0.3113 0 12.5 3.9 0936 27.17 -13.9 1 lx(BM.Tee-Br)=5 6.46 150 20.2 0917 27.17 31.7 1.101 5 0.159 0 11.46 1.8 0917 27.17 -14.3 1 2x(BM.Tee-Run)=2 20.97 150 22 0914 27.17 17.4 1.101 2 0.0525 0 22.97 1.2 0914 27.17 -8.5 1 lx(BM.Tee-Run)=1 6.46 150 23.2 0913 27.17 8.9 1.101 lx(BM.Tee-Br)=5 6 0.0151 0 12.46 0.2 0913 27.17 -4.3 1 3x(BM.Tee-Run)=3 9.5 150 23.4 0909 27.17 4.6 1.101 3 0.0044 0 12.5 0.1 0909 27.17 -2.1 1 5x(BM.Tee-Run)=5 27.29 150 23.5 1426 27.17 2.5 1.101 2x(BM.Tee-Br)=10 15 0.0014 0 42.29 0.1 1426 27.17 2.1 1 2x(BM.Tee-Run)=2 9.5 150 23.5 1417 27.17 4.6 1.101 2 0.0044 0 11.5 0.1 1417 27.17 4.3 1 2x(BM.Tee-Run)=2 6.46 150 23.6 1336 27.17 8.9 1.101 2 0.0151 0 8.46 0.1 1336 27.17 8.5 1 2x(BM.Tee-Run)=2 7.13 150 23.7 1338 27.17 17.4 1.101 2 0.0525 0 9.13 0.5 1338 27.17 -6.5 1 2x(BM.Tee-Run)=2 7.95 150 24.2 1376 27.17 11 1.101 2 0.0222 0 9.95 0.2 1376 27.17 -5.4 1 18x(BM.Tee-Run)=18 143.93 150 24.4 0124 27.17 5.6 1.101 2x(BM.Tee-Br)=10 48 0.0063 0 4x(BM.90)=20 191.93 1.2 0124 27.17 5.4 1 2x(BM.Tee-Run)=2 7.95 150 25.6 0129 27.17 11 1.101 2 0.0222 0 9.95 0.2 0129 27.17 6.5 1 1x(BM.Tee-Br)=5 7.13 150 25.9 0130 27.17 17.4 1.101 5 0.0525 0 12.13 0.6 File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 30 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) ,(ft) (gpm/psirh) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 0130 27.17 14.3 1 lx(BM.Tee-Run)=1 16.3 150 26.5 1258 27.17 31.7 1.101 1x(BM.Tee-Br)=5 6 0.159 0 22.3 3.5 1258 27.17 7.9 1 lx(BM.Tee-Run)=1 7.58 150 30 1265 27.17 39.6 1.101 1 0.24 0 8.58 2.1 1265 27.17 5.7 1 lx(BM.Tee-Run)=1 9.54 150 32.1 1198 27.17 45.3 1.101 1 0.3076 0 10.54 3.2 1198 27.17 12.2 1 lx(BM.Tee-Run)=1 5.94 150 35.4 1197 27.17 57.5 1.101 1 0.4788 0 6.94 3.3 1197 27.17 23.8 1 lx(BM.90)=5 4.43 150 38.7 1196 27.17 81.3 1.101 5 0.9098 0 9.43 8.6 1196 27.17 0 1.25 lx(BM.Coupl)=1 13.57 150 47.2 1219 27.17 81.3 1.394 2x(BM.Tee-Run)=2 9 0.2883 0 1x(BM.90)=6 22.57 6.5 1219 27.17 0 2 lx(us.90)=6.48 0.33 150 53.8 TR3 27.17 81.3 2.003 6.48 0.0493 0 6.81 0.3 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 54.1 F53-0 25.46 81.3 2.157 1.23 0.052 0.7 2.89 0.2 FS3-0 25.46 0 2 1 0 55 Flow Switch FS3-I 25.37 81.3 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 21x(coupling)=1.23 1.33 120 58 CV3-O 23.75 81.3 2.157 1.23 0.052 0.7 2.56 0.1 CV3-0 23.75 0 2 0.67 0 58.9 VIC 717 CV CV3-I 23.08 81.3 0 0 0.4274 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 59.4 VIC 705 B-FLY BF3-I 22.75 81.3 0 0 1.0831 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 lx(us.Tee-Br)=12.31 1.42 120 59.9 BR3 22.5 81.3 2.157 lx(us.90)=6.15 18.46 0.052 0.1 19.88 1 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 61.1 CV-0 2.67 81.3 4.26 4x(us.Tee-Br)=105.34 119.82 0.0019 8.6 lx(us.90)=13.17 140.3 0.3 CV-0 2.67 0 4 0.83 0 69.9 CV-1F Check CV-I 1.83 81.3 0 0 0.2302 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 70.5 BFV-N BF-I 1.5 81.3 0 0 0.0772 0.1 *** 0.33 0.0 File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 31 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiY) (gpm) (in) 1 (ft) (ft) (psi) (psi) Path No: 1 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 70.7 FF 1 81.3 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 70.9 0360 -3.75 81.3 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 43.84 150 73 0361-0 -3.75 81.3 4.22 1.9 0.0013 0 45.74 0.1 0361-0 -3.75 0 4 0.75 0 73 Gate A2360 0361-I -3.75 81.3 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 73 SRC -3.75 81.3 4.22 0 0.0013 0 1.41 0 SRC 73 Path No: 2 304 18.5 4.9 20.1 1 lx(BM.Tee-Br)=5 10.67 150' 16.8 1017 27.17 20.1 1.101 1x(BM.90)=5 10 0.0683 -3.8 20.67 1.4 1017 14.5 Path No: 3 303 18.5 4.9 20.3 1 lx(BM.Tee-Br)=5 8.67 150 17.1 1019 27.17 20.3 1.101 5 0.0695 -3.8 13.67 0.9 1019 27.17 -1.3 1 15x(BM.Tee-Run)=15 127.32 150 14.3 0967 27.17 18.9 1.101 lx(BM.Tee-Br)=5 40 0.0612 0 4x(BM.90)=20 167.32 10.2 0967 27.17 16.8 1 2x(BM.Tee-Run)=2 9.5 150 24.5 0962 27.17 35.7 1.101 2 0.1985 0 11.5 2.3 0962 27.17 13.9 1 1x(BM.Tee-Run)=1 6.46 150 26.8 0136 27.17 49.6 1.101 1 0.3643 0 7.46 2.7 0136 27.17 -7.9 1 lx(BM.Tee-Run)=1 7.58 150 29.5 1221 27.17 41.7 1.101 1 0.2643 0 8.58 2.3 1221 27.17 -5.7 1 2x(BM.Tee-Run)=2 9.54 150 31.8 1205 27.17 36 1.101 2 0.2015 0 11.54 2.3 1205 27.17 -12.2 1 3x(BM.Tee-Run)=3 35.42 150 34.1 1197 27.17 23.8 1.101 2x(BM.Tee-Br)=10 13 0.0936 0 48.42 4.5 1197 38.7 File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 32 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 301 18.5 4.9 20.9 1 lx(BM.Tee-Br)=5 13.98 150 18.2' 1009 27.17 20.9 1.101 lx(BM.90)=5 10 0.0736 -3.8 23.98 1.8 1009 27.17 -4.1 1 12x(BM.Tee-Run)=12 132.63 150 16.2 0967 27.17 16.8 1.101 lx(BM.Tee-Br)=5 37 0.0491 0 4x(BM.90)=20 169.63 8.3 0967 24.5 Path No: 5 0936 27.17 0 1 21x(BM.Tee-Run)=21 141.45 150 20.2 0962 27.17 13.9 1.101 2x(BM.Tee-Br)=10 51 0.0344 0 4x(BM.90)=20 192.45 6.6 0962 26.8 Path No: 6 0917 27.17 0 1 6x(BM.Tee-Run)=6 97 150 22 0130 27.17 14.3 1.101 4x(BM.90)=20 26 0.0363 0 123 4.5 0130 26.5 Path No: 7 0914 27.17 0 1 2x(BM.Tee-Run)=2 27.29 150 23.2 1336 27.17 8.5 1.101 lx(BM.Tee-Br)=5 7 0.014 0 34.29 0.5 1336 23.7 Path No: 8 0913 27.17 0 1 5x(BM.Tee-Run)=5 27.29 150 23.4 1417 27.17 4.3 1.101 2x(BM.Tee-Br)=10 15 0.0039 0 42.29 0.2 1417 23.6 Path No: 9 0909 27.17 0 1 4x(BM.Tee-Run)=4 33.23 150 23.5 1280 27.17 2.1 1.101 2x(BM.Tee-Br)=10 14 0.0011 0 47.23 0.1 1280 27.17 0 1 lx(BM.Tee-Run)=1 5.94 150 23.5 1426 27.17 2.1 1.101 1 0.0011 0 6.94 0 1426 23.5 Path No: 10 1338 27.17 0 1 20x(BM.Tee-Run)=20 147.84 150 24.2 0129 27.17 6.5 1.101 2x(BM.Tee-Br)=10 50 0.0084 0 4x(BM.90)=20 197.84 1.7 0129 25.9 File:C:\DWG1_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 33 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 ".K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiV) (gpm) (in) (ft) (It) (psi) (psi) Path No: 11 1376 27.17 0 1 4x(BM.90)=20 90.96 150 24.4 1282 27.17 5.4 1.101 7x(BM.Tee-Run)=7 32 0.006 0 lx(BM.Tee-Br)=5 122.96 0.7 1282 27.17 0 1 8x(BM.Tee-Run)=8 66.98 150 25.2 0124 27.17 5.4 1.101 lx(BM.90)=5 13 0.006 0 79.98 0.5 0124 25.6 Path No: 12 1019 27.17 0 1 lx(BM.Tee-Run)=1 11 150 14.3 1018 27.17 1.3 1.101 1 0.0005 0 12 0 1018 14.3 Path No: 13 0136 27.17 0 1 2x(BM.Tee-Run)=2 29.48 150 29.5 1258 27.17 7.9 1.101 2x(BM.Tee-Br)=10 12 0.0121 0 41.48 0.5 1258 30 Path No: 14 1221 27.17 0 1 5x(BM.Tee-Run)=5 29.48 150 31.8 1265 27.17 5.7 1.101 2x(BM.Tee-Br)=10 15 0.0066 0 44.48 0.3 1265 32.1 Path No: 15 1205 27.17 0 1 5x(BM.Tee-Run)=5 29.48 150 34.1 1198 27.17 12.2 1.101 2x(BM.Tee-Br)=10 15 0.0272 0 44.48 1.2 1198 35.4 Path No: 16 1009 27.17 0 1 2x(BM.Tee-Run)=2 20.69 150 16.2 1016 27.17 4.1 1.101 lx(BM.90)=5 7 0.0036 0 27.69 0.1 1016 16.3 File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 34 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi ) (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 27.39 ft/s occurs in the following pipe(s): (1196-1197) *** 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:\DWG1_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 35 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: SRC; Supply Name:SRC I 104 psi @181.3 gpm(81.3gpm+100gpmadd out.hose)1 1057.. 100 v r so-E. i -1-1- i Q. 50 i 35 t , _ .. ,._. a ._ 25- .. .m...j..._,_-.. ." (... t 1 ....... 1 ..... ._... ._., 20- k -..1 o 0 0 0 0 0 0 0 = _ .o n co a. O Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2244 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.4287 .. 3.928- 3.428: Q2.928-. ._. .,. .,... .___-_ _...._..... _... .. ,. _._. .. ti y 2.428-`__._..... . __.... _.... N - d - i a 1.9zs— 1.428'- - i i 0.928'.._... ,...... 1 h -t oc u) N T `o O N = M SO CC R 1-- vl m N M vl �. n 6 O N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 36 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2245 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5_ '. _.... VI 0, N d 25- L a F0.2psi@81.3gpm ` 0 0 Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2246 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 • a0.743- ai N N d 0 0 0 0 0 0 0 0Le., 0 l N Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 37 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2254 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-1 16.061: 15.061'- 11061-':,.,.. '.. 12.061_-` 11.061- y t - 1v d 7 061. .._.,._._.. 6061,.... ..__. 5061 2.061_ 04 psi @81.3gpm 0.06 h� lb r--, O = 0 = = 0 o c N y Flow,gpm Pressure Loss Function Design Area: 3; Valve Ref.: 2255 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O 5.6- 46' CO N 3b_ N to N Q 26- 0.3 psi @81.3gpm `. WIMP O N T O 0 O vi O 0 _ N N O0 Flow,gpm File:C:\DWG1_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 02002-2012 Tyco Fire Protection Products Page 38 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 2256 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @81.3 gpm j 23- .N a - 3 N W 0.s- 03` • c = c c C C A Flow,gpm File:C:DWG\ Firestap\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 39 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date: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) 430 Coverage per Sprinkler(tt2) 200 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 100 Total Water Required(incl.Hose Streams)(gpm) 181.5 Required Pressure at Source(psi) 70.5 Type of System Wet Volume-Entire System (gal) 125.4 gal Water Supply Information Date 5/4/18 Location SITE Source SRC Notes File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 40 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 4 Calculation Info Calculation Mode Demand Hydraulic Model Hazen-Williams Fluid Name Water @ 60F (1S.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 104 181.5 70.5 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) 81.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 81.5 Other Required Margin of Safety(psi) 10 SRC -Pressure(psi) 70.5 SRC -Flow(gpm) 81.5 Demand w/o System Pump(s) N/A File:C:\DWG1_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 41 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 4 Supply ® Supply;Safety Pressure f System Demand if Add.Out.Hose 0 Available At Source 150 140 130- 104psi @ 181.5gpm 1 S2 10f _ { 99.515 d . D2 D3 i11 60 50- 40 30 D1 10 0 0 7080000001 0t20030 l400500160017001800190020002100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 42 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 4 Graph Labels Values Label Description Flow (gpm) Pressure (psi) 51 Supply point#1 -Static 0 104 52 Supply point#2-Residual 2256 100 D1 Elevation Pressure 0 9.6 D2 System Demand 81.5 70.5 D3 System Demand+Add.Out.Hose 181.5 70.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 104 103.2 33.4 181.5 Supply;Safety Pressure 94 97.2 23.4 181.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi' ) (gpm/ft ) (gpm) (psi) (gpm/ft2) (gpm) (psi) 401 Overhead 200 4.9 0.1 20 16.7 0.104 20.8 18 Sprinkler 402 Overhead 200 4.9 0.1 20 16.7 0.103 20.6 17.7 Sprinkler 403 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler 404 Overhead 200 4.9 0.1 20 16.7 0.1 20 16.7 Sprinkler File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 43 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psis/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 403 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0920 27.17 20 1.101 lx(BM.90)=5 10 0.0679 -3.8 19.33 1.3 0920 27.17 -2.2 1 lx(BM.Tee-Run)=1 18.67 150 14.3 0918 27.17 17.8 1.101 1 0.0545 0 19.67 1.1 0918 27.17 20.6 1 lx(BM.Tee-Run)=1 0.57 150 15.3 0917 27.17 38.4 1.101 1 0.2269 0 1.57 0.4 0917 27.17 -1.3 1 lx(BM.Tee-Br)=5 6.46 150 15.7 0936 27.17 37.1 1.101 lx(BM.Tee-Run)=1 6 0.2128 0 12.46 2.7 0936 27.17 -14.1 1 3x(BM.Tee-Run)=3 9.5 150 18.3 1016 27.17 23 1.101 3 0.0879 0 12.5 1.1 1016 27.17 -11.4 1 10x(BM.Tee-Run)=10 80.32 150 19.4 1479 27.17 11.6 1.101 1x(B11.90)=5 20 0.0248 0 lx(BM.Tee-Br)=5 100.32 2.5 1479 27.17 0 1 8x(BM.Tee-Run)=8 61.13 150 21.9 0967 27.17 11.6 1.101 lx(BM.Tee-Br)=5 28 0.0248 0 3x(BM.90)=15 89.13 2.2 0967 27.17 11.4 1 2x(BM.Tee-Run)=2 9.5 150 24.1 0962 27.17 23 1.101 2 0.0879 0 11.5 1 0962 27.17 14.1 11x(BM.Tee-Run)=1 6.46 150 25.2 0136 27.17 37.1 1.101 1 0.2128 0 7.46 1.6 0136 27.17 6 1 lx(BM.Tee-Run)=1 7.58 150 26.7 1221 27.17 43.1 1.101 1 0.281 0 8.58 2.4 1221 27.17 -6.7 1 2x(BM.Tee-Run)=2 9.54 150 29.2 1205 27.17 36.4 1.101 2 0.2053 0 11.54 2.4 1205 27.17 -12.4 1 3x(BM.Tee-Run)=3 35.42 150 31.5 1197 27.17 23.9 1.101 2x(BM.Tee-Br)=10 13 0.0946 0 48.42 4.6 1197 27.17 57.5 1 lx(BM.90)=5 4.43 150 36.1 1196 27.17 81.5 1.101 5 0.9138 0 9.43 8.6 1196 27.17 0 1.25 lx(BM.Coupl)=1 13.57 150 44.7 1219 27.17 81.5 1.394 2x(BM.Tee-Run)=2 9 0.2896 0 lx(BM.90)=6 22.57 6.5 1219 27.17 0 2 lx(us.90)=6.48 0.33 150 51.3 TR3 27.17 81.5 2.003 6.48 0.0496 0 6.81 0.3 TR3 27.17 0 2 lx(coupling)=1.23 1.66 120 51.6 FS3-O 25.46 81.5 2.157 1.23 0.0522 0.7 2.89 0.2 File:C:\DWG\_Firestop1The Fields\BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002.2012 Tyco Fire Protection Products Page 44 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiVa) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 • FS3-O 25.46 0 2 1 0 52.5 Flow Switch FS3-I 25.37 81.5 0 0 3 0.0 *** 1 3 FS3-I 25.37 0 2 lx(coupling)=1.23 1.33 120 55.5 CV3-0 23.75 81.5 2.157 1.23 0.0522 0.7 2.56 0.1 CV3-0 23.75 0 2 0.67 0 56.4 VIC 717 CV CV3-I 23.08 81.5 0 0 0.4278 0.3 *** 0.67 0.3 CV3-I 23.08 0 2 0.33 0 56.9 VIC 705 B-FLY BF3-I 22.75 81.5 0 0 1.0881 0.1 *** 0.33 0.4 BF3-I 22.75 0 2 lx(us.Tee-Br)=12.31 1.42 120 57.4 BR3 22.5 81.5 2.157lx(us.90)=6.15 18.46 0.0522 0.1 19.88 1 BR3 22.5 0 4 lx(coupling)=1.32 20.48 120 58.6 CV-0 2.67 81.5 4.26 4x(us.Tee-Br)=105.34 119.82 0.0019 8.6 lx(us.90)=13.17 140.3 0.3 CV-0 2.67 0 4 0.83 0 67.4 CV-1F Check CV-I 1.83 81.5 0 0 0.2307 0.4 *** 0.83 0.2 CV-I 1.83 0 4 0.33 0 68 BFV-N BF-I 1.5 81.5 0 0 0.0775 0.1 *** 0.33 0.0 BF-I 1.5 0 4 lx(us.90)=13.17 0.67 120 68.2 FF 1 81.5 4.26 13.17 0.0019 0.2 13.83 0.0 FF 1 0 4 lx(elbow.22.5)=3.67 4.75 140 68.4 0360 -3.75 81.5 4.3 3.67 0.0014 2.1 8.42 0.0 0360 -3.75 0 4 lx(coupling)=1.9 43.84 150 70.5 0361-0 -3.75 81.5 4.22 1.9 0.0013 0 45.74 0.1 0361-0 -3.75 0 4 0.75 0 70.5 Gate A2360 0361-I -3.75 81.5 0 0 0.0022 0 *** 0.75 0 0361-I -3.75 0 4 1.41 150 70.5 SRC -3.75 81.5 4.22 0 0.0013 0 1.41 0 SRC 70.5 File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 45 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal IDr Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 404 18.5 4.9 20 1 lx(BM.Tee-Br)=5 9.33 150 16.7 0922 27.17 20 1.101 lx(BM.90)=5 10 0.068 -3.8 19.33 1.3 0922 27.17 2.2 1 3x(BM.Tee-Run)=3 58.76 150 14.3 0130 27.17 22.3 1.101 4x(BM.90)=20 23 0.0827 0 81.76 6.8 0130 27.17 22.1 1 2x(BM.Tee-Run)=2 16.3 150 21 1258 27.17 44.4 1.101 2 0.2967 0 18.3 5.4 1258 27.17 -6 1 lx(BM.Tee-Br)=5 7.58 150 26.5 1265 27.17 38.4 1.101 lx(BM.Tee-Run)=1 6 0.2266 0 13.58 3.1 1265 27.17 6.7 1 lx(BM.Tee-Run)=1 9.54 150 29.6 1198 27.17 45.1 1.101 1 0.3055 0 10.54 3.2 1198 27.17 12.4 1 lx(BM.Tee-Run)=1 5.94 150 32.8 1197 27.17 57.5 1.101 1 0.4798 0 6.94 3.3 1197 36.1 Path No: 3 402 18.5 4.9 20.6 1 lx(BM.Tee-Br)=5 9.33 150 17.7 0918 27.17 20.6 1.101 lx(BM.90)=5 10 0.0717 -3.8 19.33 1.4 0918 15.3 File:C:1DWG1_Firestop\The Fields 1BLD 41The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright 02002-2012 Tyco Fire Protection Products Page 46 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi'h) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 401 18.5 4.9 20.8 1 lx(BM.Tee-Br)=5 9.33 150 18 0915 27.17 20.8 1.101 lx(BM.90)=5 10 0.073 -3.8 19.33 1.4 0915 27.17 1.3 1 lx(BM.Tee-Run)=1 2.55 150 15.7 0914 27.17 22.1 1.101 1 0.0816 0 3.55 0.3 0914 27.17 -10.8 1 lx(BM.Tee-Run)=1 6.46 150 16 0913 27.17 11.3 1.101 lx(BM.Tee-Br)=5 6 0.0234 0 12.46 0.3 0913 27.17 -5.4 1 3x(BM.Tee-Run)=3 9.5 150 16.3 0909 27.17 5.8 1.101 3 0.0069 0 12.5 0.1 0909 27.17 -2.7 1 5x(BM.Tee-Run)=5 27.29 150 16.4 1426 27.17 3.1 1.101 2x(BM.Tee-Br)=10 15 0.0022 0 42.29 0.1 1426 27.17 2.7 1 2x(BM.Tee-Run)=2 9.5 150 16.5 1417 27.17 5.8 1.101 2 0.0069 0 11.5 0.1 1417 27.17 5.4 1 2x(BM.Tee-Run)=2 6.46 150 16.5 1336 27.17 11.3 1.101 2 0.0234 0 8.46 0.2 1336 27.17 10.8 1 2x(BM.Tee-Run)=2 7.13 150 16.7 1338 27.17 22.1 1.101 2 0.0816 0 9.13 0.7 1338 27.17 -8.2 1 2x(BM.Tee-Run)=2 7.95 150 17.5 1376 27.17 13.9 1.101 2 0.0346 0 9.95 0.3 1376 27.17 -6.8 1 18x(BM.Tee-Run)=18 143.93 150 17.8 0124 27.17 7.1 1.101 2x(BM.Tee-Br)=10 48 0.0098 0 4x(BM.90)=20 191.93 1.9 0124 27.17 6.8 1 2x(BM.Tee-Run)=2 7.95 150 19.7 0129 27.17 13.9 1.101 2 0.0346 0 9.95 0.3 0129 27.17 8.2 1 lx(BM.Tee-Br)=5 7.13 150 20.1 0130 27.17 22.1 1.101 5 0.0816 0 12.13 1 0130 21 Path No: 5 0920 27.17 0 1 lx(BM.Tee-Run)=1 19 150 14.3 0922 27.17 2.2 1.101 1 0.0012 0 20 0.0 0922 14.3 Path No: 6 0917 27.17 0 1 lx(BM.Tee-Run)=1 18.43 150 15.7 0915 27.17 1.3 1.101 1 0.0004 0 19.43 0 0915 15.7 File:C:\DWG\_Firestop\The Fields 1BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 47 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor'total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psi%) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 7 0936 27.17 0 1 21x(BM.Tee-Run)=21 141.45 150 18.3 0962 27.17 14.1 1.101 2x(BM.Tee-Br)=10 51 0.0354 0 4x(BM.90)=20 192.45 6.8 0962 25.2 Path No: 8 1016 27.17 0 1 14x(BM.Tee-Run)=14 153.32 150 19.4 0967 27.17 11.4 1.101 lx(BM.Tee-Br)=5 44 0.0238 0 5x(BM.90)=25 197.32 4.7 0967 24.1 Path No: 9 1221 27.17 0 1 5x(BM.Tee-Run)=5 29.48 150 29.2 1265 27.17 6.7 1.101 2x(BM.Tee-Br)=10 15 0.009 0 44.48 0.4 1265 29.6 Path No: 10 1205 27.17 0 1 5x(BM.Tee-Run)=5 29.48 150 31.5 1198 27.17 12.4 1.101 2x(BM.Tee-Br)=10 15 0.0281 0 44.48 1.3 1198 32.8 Path No: 11 1258 27.17 0 1 2x(BM.Tee-Run)=2 29.48 150 26.5 0136 27.17 6 1.101 lx(BM.Tee-Br)=5 7 0.0073 0 36.48 0.3 0136 26.7 Path No: 12 0914 27.17 0 1 2x(BM.Tee-Run)=2 27.29 150 16 1336 27.17 10.8 1.101 lx(BM.Tee-Br)=5 7 0.0218 0 34.29 0.7 1336 16.7 Path No: 13 0913 27.17 0 1 5x(BM.Tee-Run)=5 27.29 150 16.3 1417 27.17 5.4 1.101 2x(BM.Tee-Br)=10 15 0.0061 0 42.29 0.3 1417 16.5 File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 48 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiVz) (gpm) (in) (ft) (IL) (psi) (psi) Path No: 14 0909 27.17 0 1 4x(BM.Tee-Run)=4 33.23 150 16.4 1280 27.17 2.7 1.1012x(BM.Tee-Br)=10 14 0.0017 0 47.23 0.1 1280 27.17 0 1 lx(BM.Tee-Run)=1 5.94 150 16.4 1426 27.17 2.7 1.101 1 0.0017 0 6.94 0.0 1426 16.5 Path No: 15 1338 27.17 0 1 20x(BM.Tee-Run)=20 147.84 150 17.5 0129 27.17 8.2 1.101 2x(BM.Tee-Br)=10 50 0.013 0 4x(BM.90)=20 197.84 2.6 0129 20.1 Path No: 16 1376 27.17 0 1 4x(BM.90)=20 90.96 150 17.8 1282 27.17 6.8 1.101 7x(BM.Tee-Run)=7 32 0.0093 0 lx(BM.Tee-Br)=5 122.96 1.1 1282 27.17 0 1 8x(BM.Tee-Run)=8 66.98 150 19 0124 27.17 6.8 1.101 lx(BM.90)=5 13 0.0093 0 79.98 0.7, 0124 19.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 27.46 ft/s occurs in the following pipe(s): (1196-1197) *** 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 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright®2002-2012 Tyco Fire Protection Products Page 49 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area:4; Supply Ref.: SRC; Supply Name:SRC 104psi@181.5gpm(81.5 pm+100 pmadd.out. g g hose) 95_ —I- . .-. t ,_.__-t ____.___.-_. ..._ _. .-._.__._ ..._ . ,......_._........,_j_..__w..........._.._ _.._.,._.a_._... _. cn a 707 3 m al a` 50. 25_ ._: 1 .f.- . .I L-_ _.__.__. ..,.._.,__ .��.._.__..�_.__... .,_.,. _. 15- ._ :; .. .__.._ ._. _ - ........._.,}. 10- .. ._......-. _...... .. ._. ._ _ 0 0 0 0 0 0 0 0 00 0 e O O O z .. 0 �., O N _ N Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2244 (BFV-N, Size = 4); Inlet Node: BF-I; Outlet Node: CV-I 4.428- 3.928- 3.428' W 2.928-.._._ .. .. _..... ; ...._. .... ai - 7 m d S 1928_ _. _... __ 1.428- -_... .,_ ,_ ... _,--._ ._._,.,..___ ._ ..,. ._.... , 0.928]-_- __.... _.. ,m..,„,.m 0.428-, ..._-_._.® .....___.. .... ....... . _... _..,..._.w. r e m CO Co Os 4, m 0 N >, o 4 oo a r �-+ Co M 00 '0 N oo 0 N ^Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 50 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2245 (CV-1F Check, Size = 4); Inlet Node: CV-I; Outlet Node: CV-0 4.5_ _. OJ O. N - gil GI -- L a 15- r02 psi @81.5 gpm 0 _ o 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2246 (Gate A2360, Size = 4); Inlet Node: 0361-I; Outlet Node: 0361-0 Qo743 m L N N a o c o 0 c c c un 0 l C Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 51 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2254 (VIC 705 B-FLY, Size = 2); Inlet Node: BF3-I; Outlet Node: CV3-I 16.061? 15.061'----- 14 061: 13061- 12.061_ 1.0617— Q. 10061�.na d 9.061:...,.... 7 v, 5061 ar 6.061---_. 5.061__. 4.061".._. 3.061' _......_.... 2.061-- - 04 psi @u 815gpm)', 1.061= ..,,. 0.061 0 Flow,gpm Pressure Loss Function Design Area: 4; Valve Ref.: 2255 (VIC 717 CV, Size = 2); Inlet Node: CV3-I; Outlet Node: CV3-O 5.6- 4.6- y a. 6) 1N i a Igo 0.3 psi @a 81.5gpm 0.6 o n o o c c o 0 c c o 0 N Flow,gpm File:C:\DWG1_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 52 Job :THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 2256 (Flow Switch, Size = 2); Inlet Node: FS3-I; Outlet Node: FS3-O 3 psi @81.5gpm Y 2.8----- -_.......... fl. - 7 ' w N - i O t_. 0 0 Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 R-1 FP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 53 HYDRAULIC CALCULATIONS for Job Information Project Name :THE FIELDS BUILDING 4 Contract No. :2018-TF-004 City: TIGARD, OR 97223 Project Location: 7820 SW HUNZIKER RD Date: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 Ill 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(fV) 750 Coverage per Sprinkler(IV) 250 Number of Calculated Sprinklers 3 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 766.2 Required Pressure at Source(psi) 154.5 Type of System Wet Volume-Entire System (gal) 153.7 gal Water Supply Information Date 9/26/19 Location PUMPER TRUCK Source FDC Notes File:C:\DWG1_Firestop\The Fields\BLD 4\The Fields BLD 4 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 1 Job:THE FIELDS BUILDING 4 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 Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source Pressure Pressure (Psi) (psi) (gpm) (psi) (gPm) (psi) ADC 180 165 /50 164.8 766.2 15,1.5 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) 766.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 Total Sprinkler Flow(gpm) 766.2 Other Required Margin of Safety(psi) 0 FDC -Pressure(psi) 154.5 FDC -Flow(gpm) 766.2 Demand w/o System Pump(s) N/A File:C:\DWG\_Fireslop\The Fields\BLD 41The Fields BLD 4 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 9 f System Demand 0 Available At Source I 240- 220 2Qr;-1 164.8psi@766.2gpm 180 2 C'� 164 d 141 N 121 G1 � S5 1 0. 100 85873 84 61 4u D1 20 0 0 70B00000010I0[P0030040050016001700180019002000 2100 2200 2300 2400 Flow, gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 SP.dwg Date 10/3/2019 Copyright 0 2002-2012 Tyco Fire Protection Products Page 3 Job:THE FIELDS BUILDING 4 Hydraulic Analysis for : 9 Graph Labels Values Label Description 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 55 Supply point#5 2250 97.5 D1 Elevation Pressure 0 16.7 D2 System Demand 766.2 154.5 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 164.3 795.2 10.2 766.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (RP) (gpm/psiV) (gpm/ftz) (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 NV3 Overhead 250 25 1 250 100 1.056 264.1 111.6 Sprinkler File:C:1DWG1_Firestop\The Fields\BLD 41The Fields BLD 4 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiv) (gpm) (in) (ft) (ft) (Psi) (psi) Path No: 1 HV1 31.13 25 250 2.5 lx(us.Tee-Br)=16.47 1.1 120 100 011 31.79 250 2.635 lx(us.90)=8.24 24.71 0.1571 -0.3 25.82 4.1 011 31.79 252.1 4 lx(coupling)=1.32 150.61 120 103.8 BFS2-O 35.29 502.1 4.26 7x(us.90)=92.17 119.82 0.0551 -1.5 lx(us.Tee-Br)=26.33 270.43 14.9 BFS2-0 35.29 0 4 0.33 0 117.2 BFV-N BFS2-I 35.29 502.1 0 0 2.1097 0 *** 0.33 0.7 BFS2-I 35.29 0 4 2.9 120 117.9 SP 35.29 502.1 4.26 0 0.0551 0 2.9 0.2 SP 35.29 264.1 4 lx(coupling)=1.32 37.94 120 118 CVF-0 7.5 766.2 4.26 5x(us.90)=65.84 93.49 0.1205 12 1x(us.Tee-Br)=26.33 131.42 15.8 CVF-0 7.5 0 4 0.8 0 145.9 CV-1F Check CVF-I 7.5 766.2 0 0 2.7771 0 *** 0.8 2.2 CVF-I 7.5 0 4 2x(us.90)=26.33 7 120 148.1 040 2.5 766.2 4.26 26.33 0.1205 2.2 33.33 4 040 2.5 0 4 1.43 120 154.3 FDC 2.5 766.2 4.026 0 0.1587 0 1.43 0.2 FDC 154.5 Path No: 2 HV2 32.46 25 252.1 2.5 1x(us.90)=8.24 0.44 120 101.7 012 32.46 252.1 2.635 8.24 0.1596 0 8.67 1.4 012 32.46 0 4 lx(us.Tee-Br)=26.33 0.67 120 103.1 011 31.79 252.1 4.26 26.33 0.0154 0.3 27 0.4 011 103.8 Path No: 3 1-IV3 41.04 25 264.1 2.5 lx(us.Tee-Br)=16.47 0.44 120 111.6 001 41.04 264.1 2.635 16.47 0.1739 0 16.91 2.9 001 41.04 0 4 lx(coupling)=1.32 5.94 120 114.5 BFS1-O 35.29 264.1 4.26 lx(us.90)=13.17 14.48 0.0168 2.5 20.42 0.3 BFS1-O 35.29 0 4 0.33 0 117.4 BFV-N BFS1-I 35.29 264.1 0 0 0.5823 0 *** 0.33 0.2 BFS1-I 35.29 0 4 lx(us.Tee-Br)=26.33 0.52 120 117.6 SP 35.29 264.1 4.26 26.33 0.0168 0 26.86 0.5 SP 118 File:C:\DWG\_Firestop\The Fields\BLD 41The Fields BLD 4 SP.dwg Date 10/3/2019 Copyright 02002-2012 Tyco Fire Protection Products Page 5 Job:THE FIELDS BUILDING 4 Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict(Pf) (ft) (gpm/psiY) (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 19.31 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 4\The Fields BLD 4 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:THE FIELDS BUILDING 4 Device Graphs Pressure vs. Flow Function Design Area: 9; Supply Ref.: FDC; Supply Name:FDC zoo I N 7 a) a- 907 - so= eo= 302. 107 C O G O C O G O 0o 0oo o a o 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- 3.928_ 3.428 to 2.928-.._..._......... tl _ y 2.428 W a 1.928_ _ 1.428-...,... :.. 0.928' .._.. _... _ 0.2 psi @264.1 gpm " 0.428—..._-.. ...._ ,..__ ..__. • r e 0 N 0. ry co o v n Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 SP.dwg Date 10/3/2019 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:THE FIELDS BUILDING 4 Device Graphs Pressure Loss Function Design Area: 9; Valve Ref.: 083 (CV-1F Check, Size = 4); Inlet Node: CVF-I; Outlet Node: CVF-O 4s _ ss_ N rn 2.2psi@766.2gpm a` Y is os- Flow,gpm Pressure Loss Function Design Area: 9; Valve Ref.: 090 (BFV-N, Size = 4); Inlet Node: BFS2-I; Outlet Node: BFS2-O 4.42_8- 3.928- 428 Q /9 8' N y 2426_ M 928_ 0.7 psi @ 502.1 gpm (Lyn 0.4287 r e H Flow,gpm File:C:\DWG\_Firestop\The Fields\BLD 4\The Fields BLD 4 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 Sprinklers , Double Check Detector Backflow644 �• t �r� ; Prevention Assembly •Sizes: 2" (50mm) Series 3000B Double Check Detector Assembly are to • protect drinking 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 x 3/4"(16 x 19mm)meter. check modules do not require any special tools and are accessed Features via a single top entry cover.The device can be fitted with either approved UL Listed OS&Y Gates or Slow-Turn Gear Operated Ball Main Valve: Valve Assemblies and contains properly located resilient seated test • Gear Operated Ball Valve Shutoffs with Pre-Wired Tamper cocks along the main valve body. Switches(2) The auxiliary bypass line contains a% x 3/4"(16 x 19mm)Water Meter that complies with ANSI/AWWA 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 tire sprinkler systems. It is recommended this device is Assembly Profile installed after a water meter and/or main line isolation shutoff valve with installation techniques that comply with the latest edition • Inline Serviceable 1/2" Backflow Assembly of the Uniform Plumbing Code. Please consult Local Governing • No Special Tools Required for Servicing Code for proper installation and agency code requirement. • Captured Modular Spring Loaded Checks This Engineering Sheet is not intended to replace the product Field Replaceable Seats&Discs installation and safety information available or the experience of • a trained product installer. Please refer to the product installation • Detect Potential Underground Water Leaks and safety instructions for further information. • Detect Unauthorized Water Usage NOTICE A WARNING The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water full product installation and safety information available or the for human consumption,such as drinking or dishwashing, in the experience of a trained product installer.You are required to United States. Before installing standard material product,consult thoroughly read all installation instructions and product safety your local water authority,building and plumbing codes. information before beginning the installation of this product. NOTICE Inquire with governing authorities for local installation requirements A M E S 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&Watenaodcs reserves the right to change or modify product design,construction, FIRE&WATERWORKS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently soid. A WATTS Brand Approvals-Standards Configurable Options (Prefix - Suffix) •Approved by the Foundation for Cross-Connection Control and Suffix Hydraulic Research at The University of Southern California OSY: UL/FM Approved OS&Y Gate Valves(ANSVAWWA C515 (FCCCHR-USC) Compliant) •ASSE 1048 Listed FP:UL Approved Gear Operated Ball Valves • UL Classified(US&Canada) CFM: Cubic Feet per Minute 5/8"x 3/4"Water Meter(ANSI/ • FM Approved AWWA C700 Compliant) • IAPMO/cUPC GPM: Gallon per Minute 58 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 ty2" 3000BM1-FP-CFM- Fitted with Gear Operated Shutoff& ® pc Cubic Feet per Minute Water Meter US Approved C s Y 104 Friction Loss s't' ' ' 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, •AWWA Manual M-22(Appendix C) recommends that the maxi- IAPMO/cUPC mum water Velocity in the services be not more than 1 ofps. 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 • Check Modules: Engineered Plastics y ie 1 I ' I Pressure Specifications o 14 I I 1 • Max.Working Pressure: 175 psi LL 12 I • Min.Working Pressure: 10 psi a 10 I I 1 • Hydrostatic Test Pressure: 350 psi °g 8 Ji I I • Hydrostatic Safety Pressure Rating: 700 psi a 4 I ' ' I I I 2 Temperature Specifications 0 • ' ' ( • 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 26o 9pm 76 152 228 303 378 454 530 606 680 757 833 908 984 Ipm • Intermittent Operating Range up to 140°F(60°C) Must not 7.5 16.3 24.5 fps exceed 12 hour duration Dimensions — Weights II ry���.SE = •.-6A 41Tftfr1.��llCP � I D(Open) c w. AIM rT7 �� -t_. ran MODEL SIZE(ON) ����J DEMINSIONS WEIGHT A B C D IN. MM IN. MM IN. MM IN. MM IN. MM LBS. KGS. 30008M1-0SY 2 50 22% 575 109/6 268 1112/6 300 131/2 343 85 38.6 3000BM1-FP 2 50 18% 479 87/6 225 1113/s 300 41/4 108 35 15.8 A M E 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 Description components for convenient integration into commercial and residential riser t . The TYCO commercial and residential manifold assemblies. Model RM-1 Riser Manifold provide The pressure relief valve, installed in the necessary waterflow alarm, pres- manifold assemblies above the nor- sure gauge, alarm test orifice, drain, mally closed test and drain or drain `* : and sight glass equipment in a single valve, automatically bleeds system Ok -. kN 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. 111 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- /r NFPA 13R ties having jurisdiction.Failure to do so • 1-1/2 Inch (DN40) may impair the performance of these Male Thread x Female Thread devices. • 2 Inch (DN50) The owner is responsible for main- Groove x Groove taining their fire protection system ,,, and devices in proper operating con- s, -Although the Riser Manifold described in this techni- dition. Contact the installing contrac- s •' 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 .v. sprinkler systems,where a test orifice of 2.8K or 4.2K questions. "'• is acceptable. The variety of sizes and grooved end Technical connections allow cost effective and easy transition to check valves,control Data valves, and system piping. The Model RM-1 Riser Manifolds may be installed Approvals either horizontally (flow switch on top) UL and ULC Listed or vertically(flow going up)orientation, FM Approved for both single sprinkler rises and floor Listed by California State Fire Marshall control in high-rises. Maximum Working Pressure 300 psi(20,7 bar) Test Orifice 1-3 Inch(DN25-DN80)Manifolds:2.8K 4-6 Inch(DN100-DN150)Manifolds:4.2K Finish Red Painted Page 1 of 8 FEBRUARY 2017 TFP963 TFP963 Page 2 of 8 Nominal NO DESCRIPTION P/N Nominal End Nominal Dimensions Drain 1 300 psi/2000 kPa Riser Connections Inches Size Water Pressure Gauge..90050001 Size (mm) Inches 2 Test and Drain Valve, Inches (ON) Model TD-1: (DN) 1-1/2-3 Inch Inlet Outlet A B C D E F G H (DN4O-DNB (DN40-DN30) Sizolds, 1-1/2 Thread Thread 10 15-1/2 2-1/4 5-5/8 8-3/8 15 4-3/8 1-1/4 1-1/ ",2Man.8KOr (40) MNPT FNPT (254) (394) (57) (143) (213) (381) (111) (32) 1-1/ ,2.SK Orifice A61 GOa20 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 A61G0601 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 13 20-1/4 4-1/4 6-3/4 10-3/4 18-3/8 5-3/16 2 4"(DN100) 91144804 4 Groove Groove (100) (330) (514) (108) (172) (273) (467) (132) (50) 6"(DN150) 91144806 eld 6 Groove Groove 13 20-1/4 4-1/4 7-3/4 11-3/4 21 6-3/4 2 4 Retard/Switch ble 91144800 (150) (330) (514) (108) (197) (300) (533) (172) (50) II OUTLET 1 ,1:::"...\\;) \ / '1P OPTIONAL Aili�� PRESSURE I��,,�AIM •� RELIEF TRIM Wit% CONNECTION `R.w► _ �i t __ 3,4 lam A B lii = b' �- 2 ''. - .II 0 O]uI ) ICI ill la illibTrar Wil INLET C Mil mia G H D - E F FIGURE 1 MODEL RM-1 COMMERCIAL RISER MANIFOLDS 1-1/2-6 INCH(DN40-DN150) TFP963 Page 3 of 8 OPTIONAL PRESSURE RELIEF TRIM 1"NPT 1 CONNECTION (FEMALE) `_,2 I Dm i. \ IIII NO DESCRIPTION P/N r_•� 2 T 1 300 psV2000 kPa 10" 011.1111111111 I� t r 11" Water Pressure Gauge..90050001 J (254m"m) (280 mm) 2 Ball Valve,1"(DN25)....97111603 I 3 Flow DN25)ch,VSR-M, 91144801 li 1 Retard/Switch Field bIB91144800 2-1/2" 1"(64 mm) NPT DRAINId fI 1" 3-3/4" f 3-7/8" (96 mm) 3,4 (100 mm) 1"NPT 4-5/8" (FEMALE) --.-(118 mm) 10-1/8" - (257 mm) FIGURE 2 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1 INCH(DN25) il OPTIONAL j PRESSURE 1 ONN RELIEF TRIM (FEMALNET CONNECTION (FEMALE) I biei ,,Niof 13-1/4" (337 mm) NO DESCRIPTION P/N 10" ■ p I 1 300 psi/2000 kPa . (254 mm) ■ Water Pressure Gauge..90050001 2 Ball Valve,1"(DN25)....97111603 ��� , 2 3 Flow Switch,VSR-M, 1-1/2"(DN40) 91144815 ■ '� 7/16" ' 4 Field Replaceable �r 11 mm) �i!pr1 Retard/Switch 91144800 _�� ( J - �1, ����c Mom= t. ___.] 3-7/8" 3-7/8" f 3,4 (100 mm) 1 (100 mm) 1-1/2" NPT NPT 4-3/4" (MALE) DRAIN —(121 mm) 11-3/8" (290 mm) FIGURE 3 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 1-1/2 INCH(DN40) TFP963 Page 4 of 8 II 2" (GROOVED) 1 AT U OPTIONAL Ie 'I i' PRESSURE ' � 0�,,>t RELIEF TRIM �j�f CONNECTION * 16" ■ (406 mm) NO DESCRIPTION P/N 13" Api 1 300 psi/2000 kPa I (330 mm) I Water Pressure Gauge..90050001 2 Ball Valve,1"(DN25)....97111603 3 Flow Switch,VSR-M, ill 2"(DN50) 91144802 2 4 Field Replaceable � ' Retard/Switch 91144800 (13 1/2 \tsj,— 1 3-7/8" 4-1/8" 3,4 y (100 mm) f 1" y (105 mm) — 2" NPT 5" (GROOVED) I DRAIN (127 mm)—y _ 11-7/8" (300 mm) FIGURE 4 MODEL RM-1 RESIDENTIAL RISER MANIFOLD 2 INCH(DN50) Manifold Notes: Step 1. Install the manifold body with Where applicable pipe thread sealant the flow arrow pointing in the down- Installation is to be applied sparingly. Use of a stream position using threaded con- non-hardening pipe thread sealant is nections and/or listed mechanical grooved connections,as applicable. TYCO Model RM-1 Riser Manifold recommended. must be installed in accordance with Never remove any piping component Step 2. Connect the drain line and on this section. nor correct or modifypiping deft- commercial manifolds set the Model any p p g TD-1 Test and Drain Valve to the OFF The Model RM-1 Riser Manifold may be ciencies without first depressurizing position or on residential manifolds installed either horizontally(flow switch and draining the system. close the drain valve. on top)or vertically(flow going up).The Provisions for an alarm test flow on inlet of the Riser Manifold may be con- Residential Models must be made. Step 3. Refer to Figure 6 for wiring nected directly to a shut-off control The alarm test flow is to be through guidance.All wiring must be performed valve. an orifice having a flow capacity equal in accordance with the authorityhaving to or smaller than the smallest orifice jurisdiction and/or the National Electri- sprinkler in the system. One of two cal Code. options can be considered. The first Step 4. Refer to Figure 5 for Optional option is to temporarily install a test Pressure Relief Trim installation. orifice in the outlet of the drain line Step 5. Place the system in service prior to performing the alarm test. The by filling the system with water. When second option is to install an Inspec- filling the system, partially open the tor's Test Connection downstream of control valve to slowly fill the system. the Waterflow Alarm Switch. Filling the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 6.Secure all supply valves open. TFP963 Page 5 of 8 Commercial Riser Manifolds Residential Riser Manifolds NO DESCRIPTION P/N NO DESCRIPTION P/N 1 Pressure Relief Valve, 1 Pressure Relief Valve, 175 psi,1/2"NPT 1001184-01 175 psi,1/2"NPT 1 0011 84-01 2 1/2"x Close Nipple 1001023-01 MODEL RM-1 2 1/2"x Close Nipple,Qty2...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 4-6Size Inch -DN150) a 5 1"x Close Nipple 1001025-01 Size Manifolds, 110.1.4 NP `o I JI`1 1/2"x 30" 1001266-01 �� 4 Figure 323 Reducing Tee, V MODEL RM-1 Grooved x NPT Threaded: �` `�gf RESIDENTIAL 1-1/2-3 Inch(DN40-DNSD) �t t'C�/� Size Manifolds, ere'�t " RISER MANIFOLD 1-1/4"x 1-1/4"x 1/2" 3231305GS lir41.4)f a6��/ l 2 4-6 Manifolds,Inch N100-DN150) -■L`O 1 /��2"zex "x12" z`!�' , ��2"x 2"x 1/2" 3232005GS ,( ' 5 Figure 577 Rigid Grooved 3/A-4. r �` Coupling: �- 1-1/2-3 Inch(DN40-DN80) 5 / � �� Size Manifolds, 4 S� 1-1/4" 57713AGCP �'' / ')\1 4-6 Inch(DN100-DN150) 3 1 Size Manifolds, 2 CI 41. 2" 57720AGCP 5 4 %.d FIGURE 5 MODEL RM-1 COMMERCIAL AND RESIDENTIAL RISER MANIFOLDS OPTIONAL PRESSURE RELIEF TRIM INSTALLATION Optional Commercial Manifolds Residential Manifolds Refer to Figure 1 for commercial riser Refer to Figures 2, 3 or 4 for residen- Pressure manifold features and Figure 5 for pres- tial riser manifold features and Figure sure relief trim components described 5 for pressure relief trim components Relief Trim in this procedure. described in this procedure. Installation Step 1. Remove 1/2 inch pipe plug Step 1. Remove 1/2 inch pipe plug from manifold tee. Inspect exposed from manifold tee. Inspect exposed Model RM-1 commercial and resi- female tee threads,remove thread seal- female tee threads,remove thread seal- dential riser manifold assemblies are ant remnants or debris as necessary. ant remnants or debris as necessary. designed to accommodate an optional Step 2. Install Pressure Relief Valve(1) Step 2. Install Pressure Relief Valve(1) pressure relief valve and trim compo- in manifold tee, orienting valve outlet in manifold tee, orienting valve outlet nents(Ref. Figure 5). port perpendicular to and facing away port perpendicular to and facing away Optional pressure relief trim must be from manifold body. from manifold body. installed in accordance with the follow- Step 3. Install 1/2 inch x Close Nipple Step 3. Disconnect drain piping from ing procedures. (2) in pressure relief valve outlet port. threaded outlet of manifold drain valve Notes: Step 4. Disconnect drain piping from as applicable and install 1 inch x Close For assembly in Riser Manifolds grooved outlet of manifold TD-1 test Nipple(5)in valve outlet. installed and in service, verify the fire and drain valve as applicable and install Step 4. Install Figure 815 Reducing protection system is de-pressurized Figure 323 Grooved Reducing Tee (4) Tee(4)onto 1 inch x close nipple,align- and drained. Close the system supply on valve outlet by securing with Fig- ing tee branch outlet parallel with pres- control valve,set commercial manifold ure 577 Grooved Coupling (5), align- sure relief valve outlet port.Reconnect test and drain valve to DRAIN or open ing tee threaded branch outlet parallel drain piping to Figure 815 tee drain out- residential drain valve to relieve resid- with pressure relief valve outlet port. let as necessary. ual pressure and drain system. Make Reconnect drain piping to Figure 323 Step 5. Install 1/2 inch x Close Nip- certain that drainage water will not tee drain outlet as necessary. g ples (2) in pressure relief valve outlet cause any damage or injury. Note: Refer to Technical Data Sheet port and in Figure 815 reducing tee Refer to Care and Maintenance section G901 for Figure 577 Grooved Coupling branch outlet. installation and assembly instructions. for other requirements when closing a 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 1 SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not \ SEPARATE permitted tol be looped around `tom CONDUCTORS CLAMPING \ the terminal and serve as two ... PLATE /� separate connections.The TERMINAL wire must be severed to serve ` �� INCOMING \� as two separate connections, thereby providing supervision ‘4,14,*' 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 /1 I— f>�XJI o cc < l U ml BLACK F N cc OO Fi (LINE/HOT) 7 O 1 O 0 m m <QZ OQQ O \1 J 0 0 CONTACT RATINGS: 0 0 Two sets of SPDT(Form C) • 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC NC COM OM NC NO `�\ �iv.1! ® �,�,\� a NOTE: lJ�=<J)' l`>�'=`<Jb 1�>`'_`<J� I>��/=<Y When connecting to a — UL Listed control panel, use panel resistor rating for circuit supervision NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Watedlow 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 00 p•% o no 'olio '0 0 0,i giro of JJO IF o1r o OFF MARKING TEST MARKING DRAIN MARKING ON HANDLE ON HANDLE ON HANDLE POSITIONED POSITIONED POSITIONED A ON DETENT ON DETENT ON DETENT pm (INE------3) (1--- _3:-.) I I-0 MTOESTANDI I[8] DRAIN MN VALVE .117.11, 1.111.MI O o 0 0 ( 1 0 0' I. b I! O O 9 IL q ZN ' _/N\ ZN k�� SIGHT FLOW (- -) Q1L 0 coado IN! III vy` DRAIN ------- ..--- III 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 9 Specify: Pressure Relief Kit, Model Procedure RM-10 Riser si Mential ld,(sa Commer- Warranty 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 sate 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—DNS0) 40711 (specify inlet x outlet)Model RM-1 Riser Replacement Parts Manifold, P/N (specify): Specify: Model RM-1 Riser Manifold Commercial (specify part description), P/N (specify 1-1/2 Inch(DN40)MT x FT 40551 from Figures 1,2,3,4 or 5) 2 Inch(DN50)G x G 40601 2-1/2 Inch(DN65)G x G 40611 3 Inch(DN80)G x G 40621 4 Inch(DN100)G x G 40651 6 Inch(DN150)G x G 40661 Residential 1 Inch(DN25)FT x FT 40671 1-1/2 Inch(DN40)MT x FT 40571 2 Inch(DN50)G x G 40591 • GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2017 Tyco Fire Products,LP. All rights reserved. tgco TEFLON is a registered trademark of DuPont '7 Fire Protection Products Check• Valves _.,.. co. FM VdS LPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717-cULus,FM,VdS, LPCB Wes: SERIES 717H HIGH PRESSURE-cULus,FM,VdS, LPCB The F ireLock Series/17 Check Valve and Series 717H High Pressure Check Valves are CAD- yr. designed for hydrodynamic efficiency and available in 2'/50mm-3"/80mm(Series 717H)and 29"/65mm-12"/300mm(Series 717)sizes. Series 717H valves are cULus Listed and FM Approved for service up to 365psi/2517 kPa.See chart below for approved services for the Series 717 valves. In both valve designs,the single-disc mechanism incorporates a spring-assisted feature for non- Series 717 slamming operation.This spring-assisted,single-disc design achieves a leak-free seal with as 21/2-3765-90 rum) 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 a t: 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 (4-127100-300mm) ta� talc }.v Approval/Listing Service Pressures Series 717H Size cULus FM LPCB Vds 2750mm up to 365pu/2517kPa up to 365psi/2517'Pa up to 365 psi/2517kPa up to 365ps1/2517kPa 7'/765mm up to 165 psig31/kPa up to 363psi/251/kl'a up to kPa up io 365 psi/ZSI/kPa 75.1 min uc to 365p/2517kPa up to 365psi/2517kPa up to 365 psi/2517kPa up to 365 psi/2517 kPa Series 717H High Pressure Check Valve 3780mm up to 365 pu!2517 kPa up to 365 psi/2517'NPa up to 355 psi/251 7 kPa up to 365 psi/2517kPa (2-3950-80mm) 47100mm r✓a n/a rio n/a 5"/125mm r✓a n/a n/a n/a 139.7mm rya nh n/a n/a 6'7150mm r a n/a n/a n/a 165.I runt n/a rva rya r✓a 87200mm rya na rva r✓a 10"/250mm n'e n/a na r✓a 12/300mm n:. n.9 n/a Approval/Listing Service Pressures Series 717 Sim .litiiisa ry.5. _ 2"/50mm 2/2765mm tip to250ksi /2JKPa ,,c tp 10365 pss//Si/sua n/a /61 Pm up 10 2511psi;I/2Skl,a n/a up 10 365 psi/2S1/kPa up to 16ba1/232ps1 3780mm up to 250 psV1725 kPa n/a up to 365 psi/2517 kPa up to l6bar/232psi 47100mm up to 365 psV2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to lChar/232 psi 57125mm up to 365 psV2517kPa up to 365 psi/2517kPa up to365 psi/2517kPa n/a 139.7mm up to 365psi2517kPa up to 365 psv2517kPa up to 365 psi/2517kPa up to l6bar/232 psi 67150mm up to 365 psi/2517 kPa up to 365 pn/2517 kPa up to 365 psi/2517 kPa up to l6bar/232 psi 165.1 rum up to 365 psi2517 kPa up to 365 ps1251/kPa up to 365 ps1/2517kPa n/a 8'/200mm up to 365 pai25 I7 kPn up to 365 ps12S1/kPa up to 348 ps1/7400kPa up to l6bar/232psi 107250mm up to 250 psV1725 kPa up to 250p321725 kPa up to 1725 kPa/250psi n/a 127300mm up to250 psVI/25 kPa u to LSO psi]/25 kPa ( up to 1/25 kPa/250 si n/a JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date WWW.VICTAULIC.COM Jctaul.c VICTAULIC IS A RFGISTERFt)TRADEMARK OF VICTAULIC COMPANY®2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV P IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.08 yn...� 7 !..\ .C \ I ffi es SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB DIMENSIONS-Series 717 Aprrea, IA-A-,1 R� Size Dm!ensl I heshnill neters (NO Aciunl Normoai Outsrtle ellO 0 Size Diameter' Inches Inches Inches E to E Lbs. mm MIA A El C 0 I E 1 ,N P R kg TYPICAL216-3Y65-80MM 2'.6 2875 3.88 4.26 3.57 - - ',. - - - - 36 65 1 73.0 99 108 91 1.6 761 mm - -3000 3.88 4.26 357 36 _II A-r -{I 76.1 99 108 91 -- 16 R ® 1 3 I 3500 4.25 506 417 45 80 88.9 108 129 106 20 -,, p ['Mil I _ q -_1 4 500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3 35 20.0 Irl D [ 100 114.3 245 152 99 70. 89 51 114 89 85 9.1 IIs-K I 5 5563 1050 6.80 450 4.17 215 5.88 4.08 398 27J -. ® 1 125 1413 267 173 114 106 55 149 104 101 12.3 Bv) -,I 1 H- O 5500 10.50 6.80 4.50 4.17 2.15 5.88 408 3.98 270 1397mm 139.7 267 173 114 106 55 149 104 101 12.3 bl NPT Upstream Drain 0 'n"NET Downstream Drain 6 6.625 11.50 8.00 5.00 _ 4.50 2.38 657 473 3.89 38.0 0 2"NPT(Drain Optional) 150 1 168.3 292 203 127 114 61 169 120 99 17.2 TYPICAL 4-8"/100-200MM 1651mm 6.500 11.50 8,00 5.00 - 450 2.38 6.67 4.73 389 38.0 165.1 292 203 12/ 114 61 169 120 99 1/2 8 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 54.0 { I. A----1 -� T 200 2191 356 251 154 128 144 55 225 144 146 29.0 10 10 750 17.00 1200 09 5 96 6.69 2.15 10.92 6.73 _ 100.0 .0 170 77 171 11111�� ct 2120 273 0 19.50 1400 806 6911 7.64 251 12.81 773 - 1400 d p E 300 323.9 495 356 205 176 194 64 925 196 63.5 H--K--.I\\,(.17).,) O i j O ,_8-> -•,1:.- SD i5"NPT Upstream Drain ©'h"NP I Downstream Drain TYPICAL 10-12/250-300MM DIMENSIONS-Series 717H A . Slze Dimensions"Inches/millimeters Wgt.gt.Ea. A_1 El-. a m'c: Yi, �ILJ , A. zS., E Ei'•. ' •... 11� l ��0 11 2 866 646 32s 4E 302 280 _ 42> ' �h 111I. �`/� 603 2198 164.'''. 821 375 767 71.0 1080 4.9 2/z 9.37 694 3.31 1.66 3.40 338 4.38 13.8 _ 73 238.0 1763 84.1 42,2 86.4 859 111.3 6.3 76.1 mm 937 6.94 3.31 1 66 3.40 3.38 _ _ 4.38 13.8 238.0 1763 84.1 42.2 86.4 859 111.3 6.3 TYPICAL 2760.3mm-3788.9mm 3 1 962 744 353 1.91 3.65 398 - - 4.63 20.0 88.9 1 244.3 189.0 89.7 48.5 92.7 85.9 117.6 9.1 www.victaulic.com \Ict a u l I c VICTAUUC IS A REGISTERED TRADEMARK OF VICTAUL IC COMPANY.©2011 VICTAULIG COMPANY ALL RIGHTS RESERVED. 10.08--2 IPS CARBON STEEL PIPE-FIRE PROTECTION VALVES 10.08 SERIES 717-cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE-cULus, FM,VdS, LPCB MATERIAL SPECIFICATIONS Body:Ductile Iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15,is available upon special request. Body Coating:Series 717H Body: Black Paint Series 717H Endface:Electroless Nickel Series 717(21/2-3"): PPS Coating Series 717(4-12"): Black Paint Body Seat:Series 717H-Nitrile 0-ring installed into an electroless nickel plated endface Series 717(21/2-3'1. 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 (21/2-3'7:Aluminum bronze with elastomer seal • Series 717(4-12"/100-300mm)Elastomer-coated ductile iron Shaft: • Series 717H(2-3"/50-80mm): Brass • Series 717(21/2-3"): Type 416 Stainless Steel • Series 717(4-12"/100-300mm)Type 316 Stainless Steel Spring:All sizes Type 302/403 Stainless Steel Shaft Plug: • Series 717H(2-3"/50-80 mm): Type 416 Stainless Steel • Series 717(21-12"/65-300mm):Carbon steel zinc plated Pipe Plug: • Series 717H(2-3750-80 mm):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. ICt2Ul1C REV P IPS CARBON STEEL PIPE- FIRE PROTECTION VALVES 10.08 Fir . ® .1 ® ° Valve/- 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. 5717H 717HR to vi 0 -I t ¢ ti ti 0.1 10 100 1000 FLOW RATE-G.P.M. 5717H/717HR 100.00 let Y ®' _M FI I idor , I I 1.00 100 1000 10000 FLOW RATE(Litres/Min) www.victaulic.com �CtaUlrC Vic IAiILIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.08._4 IPS CARBON STEEL PIPE -FIRE PROTECTION VALVES 10.08 FireLock-9 Check Valves SERIES 717—cULus, FM,VdS, LPCB SERIES 717H HIGH PRESSURE—cULus, FM,VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. 5717/717R 10 I a __ F is �F , F c F VI M q0 .:. .y „O ry ,O O 1 N 'IdM' 4Y .a. CL S '� O1 10 100 woo 10000 100000 FLOW RATE-G.P.M. 1 1 5717/717R I 1 10000 �� A1EPII �l . __. I 0. vT c FE @f F o c o P'° o & I, y 6,r I I - 10.00 o.� 4. �y ro »s 4 ro y - -- '- te _---. _i 11 I i .A I. Co AM m n: �, MEMO of _-- --L- + AffdlINIF _ —1-� SNIP T _ � y. 111 N III - .... /Or , 1.00 /I ICI 10.00 100 1000 10000 100000 FLOW RATE(Litres/Min) www.victaulic.com Ctaulid VICTAUI IC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. .— REV_-P 10.03 5 r a: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 REVP UPDATED6/2011 iCt9UIIC VICTAUI IC IS A REGIS I FHLO I HAUEMAHK OF VICIAULIC COMPANY.w 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.08 • Fire Department . Connection ,t Straight Pattern It u s 4�i 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 CIN-old 3.0930 CLV 3. x x 6 TP 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 01995-2010 Fire Protection Products,Inc(FPPI) F P„„P,,,„�,. For questions: 1 800 344-1822•1 800 344-3775 fax•www.fppi.com rev071410 Angle Hose Valves UL, ULC and FM Approved F P P r Description #4 4 R 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 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. x: Rated 300psi 44' .+w Installation Specifications Install in accordance with customary installation practices. Use an approved thread sealant such as PipeFit Thread Sealing Paste with PTFE on the male Material: Cast or Forged Brass' Body threads to which the valve is being installed. Finish: DO NOT OVER TIGHTEN. Over tightening of the valve duringRough Brass g g installation 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 21h"FNPT x FNPT damage as well as personal injury. FNPT x MNST' M BCT MAST MONT MPHX MTEM MCLV 2Yz''GRV x FNPT GRV x MNST 172"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. 3'98 LIONSHEAD AVE TEHLS1S D, CA 92010 760 599-11168 �I —1 800 344-1822 3 FAX 1 800 344-3775 ©2012 Fire Protection Products,Inc. 0 C® LISTED LISTED APPROVED 11ITTT " IT Worldwide Fire Protection Contacts www.tyco-fire.com Products BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technical Description Data TYCO CPVC Pipe and Fittings pro- Sizes m m duced by Tyco Fire Protection Prod- 3/4 Inch thru 3 Inch .x ucts (TFPP) are designed exclusively Maximum Working Pressure for use in wet pipe automatic fire 175 psi t" sprinkler systems. The TYCO CPVCpvals , Pipe and Fittings are produced from ULL and C UL Listed a 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 au� i resin and state of the art additives. city of Los Angeles " TYCO CPVC Pipe and Fittings are (Refer to Installation Handbook IH-1900 t<k /ik tv r easier to install than traditional steel dated June 2008 for exact listing/approval information.) pipe systems, and at the same time, Installation provide superior heat resistance and Manufacture Source 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 1 1400 Pennbrook Parkway,Lansdale,PA 19446 Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. tycn BLAZEMASTER is a trademark of The Lubrizol Corporation. Fire Protection Products IIIIIIMIIIIIIIIMMIIIIIIIIM pg.;,,,,, OA�7tL WOE® SIDEWINDER® FOR WOOD -Horizontal Application Application Product Features 11, •No pre-drilling required. ei Not less than 2"nominal width P 9 „ I; (1-1/2")up to 3-1/2°pipe;not less than 2• 3'(2arz')nominal width 4'a 5°pipe •Quick to install using the Sammy �' —1 Floor Joist Nut Driver with an 18V cordless e • drillldriver. Minimum 2-1/2'from bottom for -- branch lines.Minimum 3'from bot- .. tom for main lines.Exception This •Saves time from traditional J requirement shall not apply to 2'or ' methods. 141 thicker nailing strips resting on top of W steel beams. •Reduces installation costs. fft ,, Cl) •Made in the U.S.A. s Composite/Truss ` Consuttruss manutacturer for recommended instapaton point. 'Pre-gang25-38 moo ea tabled tor el 11 SWG 25380.Tool amiable on page 11. ( Watch a nEco demenafransn ai � www.itwbuildex.com Approvals Rod Part Model Screw Ultimate UL Test Box Case Size Number Descriptions Pullout(Ibs) Load(Ibs) Oty Oty HORIZONTAL MOUNT .....i 114"— 8019957 SING 200 114 x 2" 1725 (Fir) 25 125 3B" 8020957 SWG 10 1/4 x 1' 622 (Fir) 300 25 125 Q- 3/8" 8021957 SWG 20 114 x 2" 1725 (Fir) 1050 25 125 318' 8073925 SWG 20-SS 1725(Fir) 850 25 125 ,Q. 3/8'' 8022925 SWG 25-360 3/8 x 2-112" 2249(Fir) 1500 25 125 318' 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 III - ri 'May require predrilfng;unison joist manufaciurer_ W CC SAMMYS SWIVEL HEAD"" FOR WOOD -Swivel Application v z Application Product Features V /)\\ 31403t297.: : Eliminates distortion of threaded rod. •Accommodates up to 3 V x 12 pitch roof. '-... _ ii .1• •Allows 17°deflection from vertical. cot P0s �' p •Saves time from traditional methods. W '. Reduces installation costs. Ct . [7t 1 \ ••Made in the U.S.A. r Q XPX i.BER i WOOVIGtrsn• - CO) y "" Rod Part Screw Approvals Model Ultimate LL Test Load FM Test Min Box Case W a Size Number Descriptions Pullout(Ibs) (Ms) Load(Ibs) Thickness Qty Qty V/♦♦ SWIVEL MOUNT �.. ,. ., _;a+° ,iri L. ... fVV #14 Black Qa ° 3'8" B139057 SHCDT 20 1L4 x2" r 125,(Ful 1350 1475 2 125 o} F Nut Driver ;i -4111 I part#8113910 3)8 8141957 SH-GST 30 114 x 3' 1720(Fu) 1500 1475 15 25 r 1903 Dim.Lumber 1`" -°uuon, Q- 318° 8269957 SH-GSTICST 20 5116 x 1-314' 1496 @ 45°off vertical 1503 50 @ 45" 25 125 Dim,Lumber i '0rE 903 Dim.Lumber IQ 1/2" 8333957 SH-GST/CST 2.0 5116 x 1-314" 1406 @ 45°off vertical 25 125 Q Dim.Lumber pa 'May require predriling;consult loist manufacim or. 0 r Ct a 4 Q 5 To find a distributor near you,call 800-BUILDEX Pipe Hangers Fig.200- "Trimline" Adjustable Band Hanger (B-Line Fig.B317ONF) t`, TOLCO Fig.200F- "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig.B317ONFF) c 0 us Fig.200C- "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig.B317ONFC) LISTED o Fig.200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig.200 - 1/2" (15mm)thru 8" (200mm)pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: .Je -` • (1/2" (15mm)thru 2" (50mm)) Flared edges ease installation for all pipe 0`-'► types and protect CPVC plastic pipe from abrasion. Captured design �"� ,rill- ,,,„ keeps adjusting nut from separating with hanger. Hanger is easily a - s s' ° 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 I% li ,% hanger before installation.Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm)thru 8" (200mm)) % Fig.200-74.200-374 in the USA(UL)and Canada (cUL)for steel and CPVC plastic pipe and Fig.200-1 m2ao 2 Fig.zoo-2iza2ao-8 Factory Mutual Engineering Approved(FM) (3/4" (20mm)thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E &A-A-1 192A, 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 oe supplied with (2) hex nuts 344 in place of a knurl nut. , sir Order By: Figure number and pipe size Designed to meet or exceed requirements of o, FM DS 2-0. ' fo x a Fig.200 a Fig.200C Fig.200F Pipe Size Rod Size A B Approx.Wt./100 Part No. in. (mm) in. (mml in. (mm) lbs. (kg) 200-1/2 1/2" (15) 3/0"-16 31/e" (79.4) 25/0° (66.7) 11 15.0) g; 200-/4 3/4" (20) 3/8%16 31/8" (79.4) 21/2" 16151 11 (5.0) 1 200-1 1" (25) 3/8"-16 33/8" (85.7) 25/a' (66.7) 12 (5.5) 4 200-11/4 11/4" (32) 3/8"-16 32/4' (94,0) 27/8" (73.0) 13 15.9) 200-11/2 11/2" (40) 3/8"-16 37/e" (98.4) 27/8" (73.0) 14 (6.4) i 200-2 2" (50) 3/a"-16 41/2' (114.3) 3" (76.3) 15 (6.9) .r;:,,.. 200-21/2 21/2" (65) 3/8"-16 55/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3' (75) 3/e"-16 57/e" (149.1) 4" (101.6) 29 113.3) Fig.200S 200-31/2 31/2". (90) 3/8"-16 73/a" (187.3) 51/4' (133.31 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/a (231.8) 61/4" (158.7) 66 (30.21 200-6 6" (150) 1/2"-13 101/8" (257.2) 63/4" (171.4) 73 (33.4) 200-8 8" (2001 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 Pipe Clamps Fig. 28M - Offset Hanger& Restrainer for CPVC Plastic Pipe and IPS Steel Pipe ** 6TOLCD Size Range: 3/4"(20mm)thru 2"(32mm) COOS Material: Steel, Pre-Galvanized LISTED Function: Designed to be used as a hanger and restrainer for CPVC piping or steel piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces \ • Unique snap-on design holds pipe firmly in place and allows retrofit type of installation •The "Stand-Off" design eliminates the need for wood block extension 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 i 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 ILL vertical restraint requirements where needed. Order By: F gore number and pipe size Fig.27B (2)Required Patent#7,744,042 „.,,.1. t ** With reduced spacing, consult factory. ii a ---- r -t :'T a i_y 6 d i----t'�'- h---1' Hanger and Restraint r 1 Application da a d d N ' � Restraintfig.276 £ IL R�..., 111 Required v '---- o�; �___ oHigh Side of Hang)71 a Restraint Detail A Hanger Application Pipe Size A Hole Dia.B C Max Spacing* Approx.Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 28M-3/4 3/4" (20) 2" (50.8) 3/16" (4.8) 35/16' (84.1) 5'-6" (16761 9 14.1) 28M-1 1" (25) 21/8" (54.0) 3/16" (4.8) 31/2" (88.91 6'-0" (1829) 12 (5.4) 28M-11/4 11/4" (32) 25/16" (58.7) 3/16" 14.8) 31/2". (88.9) 6'-6" (1981). 13 (5.9) 28M-11/z 11/2' 1491 27/16" (61.9) 3/16" (4.8) 37/8" (98.4) 7'-0" (2133) 14 (6.31 28M-2 2" (50) 25/8" (66.7) 3/16" (4.8) 47/16"012.7) 8'-0" (2438) 15 (6.8) * Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 41 byE,T=11 Pipe Clamps Fig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** ®TOLCO Double Fastener Strap Side Mounted (B-Line B3183) C uL us 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 using (2) 1/4"x 1"tek type screws. Meets and exceeds the requirements of /- -�� �� NFPA 13, 13R and 13D. Features: Fig. 24 incorporates features which protect the pipe and ,% ease installation.The flared edge design protects the CPVC pipe from ;, ii any rough surface. Easily attaches to the building structure using the 'nr- two UL Listed hex head self threading screws*furnished with the 1 ..-y product. It is recommended that rechargeable electric drills fitted with 1' a hex socket attachment be used as installation tools. No impact 7= ; tools (such as a hammer) are allowed. Damage has been known to , result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. ;' B Finish: Pre-Galvanized ;� B Order By: Figure number and pipe size A Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. CPVC Max.Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt.1100 Part No. in. (mml in. (mm) in. (mm) in. (mm) Ft. (m) in. (mm) Lbs. (kg) 24-3/4 3/4" 120) 25/16" (58.7) 15/32' (27.8) 13/16" 130.2) 51/2 (1.67) 5/16" (7.9) 9 (4.1) 24-1 T' (25) 25/s" (66.7) 15/is" (33.3) 13/16" (30.2) 6 (1.83) 5/16' (7.9) 9 (4.11 24-11/4 11/4' (32) 3" (76.21 11/2' (38.1) 13/16" (30.2) 61/2 (1.98) 5/18' 17.9) 11 15.0) 24-11/2 11/2" (401 31f4. (82.5) 15/8" (42.3) 13/16" (30.2) 7 12.13) 5/16' 17.9) 12 (5.41 24-2 2" (50) 311/16" (93.7) 127/32'. (43.6) 13116" (30.2) 8 (2.44) 5/16" (7.91 15 (6.8) Fig. 25 - Surge Restrainer 6. c0 us c, Size Range:-One size fits 3/4"(20mm)thru 2" (40mm)pipe. LISTED 3 Material:-Pre-Galvanized Steelmi �` H Function:-Designed to be used in conjunction with Fig. 200 band •/ "f" ., hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity.The surge restrainer is easily and efficiently installed by snapping into a locking position on the !..,<' band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel „:; pipe or CPVC plastic Pipe. f Approvals:-Underwriters Laboratories Listed only when used with 4 band hanger Fig. 200, in the USA(UL)and Canada(cUL). f" Finish: Pre-Galvanized f 1. Order By: Figure number and band hanger, size from 3/4" (20mm)thru 2"(40mm). -'+ . . Patent#5,344,108 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line by C"LA 38 Fire Protection Solutions ESI TI L , AUTOMATIC SPRINKLERS Ixd ° .,, • _, 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 asthe 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 Residential Sprinklers the ultimate in life safety and fire control. These Globe Pendent and Recessed Pendent Residential Sprin- klers have met the strict requirements of Underwriters Laboratories Inc. as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626,and should be used accordingly. These sprinklers should also be installed in accordance with the appropriate NFPA Standard 13, 13D or 13R and under the direc- tion of the approving authorities having jurisdiction. RESIDENTIAL The heart of Globe's Model GL4110 and GL4910 sprinklers PENDENT proven actuating assembly is a hermetically sealed frangible glass ampule 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- surewithin the ampule exceeds the strength ofthe glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. P TECHNICAL DATA ¢ ' 14., t , a See reverse side for Approvals and Specifications. •_.. �'•, '` Temperature Rating - 155°F (68°C), 175°F (79°C). mom` 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 e Deflector- brass * Screw- brass Bulb seat-copper * Spring - nickel alloy Seal -teflon *Bulb-glass with alcohol based solution, 3mm size. ®Escutcheon Assembly-steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY • 155°F '66°C`; RED °�a 38°C INTERMEDIATE 175°F 79'C. YELLOW S,, ° ° 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 FAX989-846-9231 SEPTEMBER2010 A-1 BULLETIN GL4110/GL4910,REV.#6 ESIDENTIAL AUTOMATIC SPRINKLERS MODEL GL4110 & GL4910 PENDENT RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN THREAD 155°F 175°F NYC -DOB MODEL K FACTOR SIZE LENGTH FINISHES 68°C 79°C3 cULus MEA 101-92-E Factory Bronze GL4110 4.1 (58 metric) Satin Chrome' 1/2" NPT 2 1/2" Chrome X X X X (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. C-U.L.LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. INSTALLATION DATA 2 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' x12' 11 GP.M. -7.2 P.S.I. GL4110 14' x 14' 12 G.P.M. -8.6 P.S.I. 16' x16' 14 GP.M. - 11.7 P.S.I. PENDENT AND RECESSED PENDENT 12' x12' 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' x18' 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 '5/16' D A. SPECIFY noiE MNNCEiUNG— •Quantity • Model Number • Style —, 29/32 DIA.— •Orifice • Temperature • Finishes desired •Quantity-Wrenches-P/N 325390 REDUCER •Quantity- Recessed Wrenches - P/N 325391 •Quantity-Proctective Caps-P/N 327109-CAP e" MIN. (Friction Fit Recesed) 5/B" MAX. " GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own imp ,- MIN. manufactured products found to be defective in mate- CEILING 1 1/2" MAX. rial or workmanship for a period of one year from date CUP _--_-.. 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). GL ® 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 BE989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com SEPTEMBER2010 PRINTED U.S.A. BULLETIN GL4110/GL4910,REV.#6 - RECEIVED DEC 17 2019 Li-_,A7_3(7;ii PROPERTIES CITY OF TIGARD LLC BUILDING DIVISION atIt" St f".%,' e m t•7: TAs ar7.-,v, te,' • e a Request For ,,u , Section NO 21-00-00-01 Fire Suppression DESIGN FIRM: OTAK Redpsi!Jn - PROJECT NAME: The Fields Apartments SUBMITTED TO: Christina K/OTAK/ESS CONTRACTOR: DBG Properties REQUIRED DATE: 11-18-19 REQUESTER: Jeremy White RESPONDED BY: Christina Kwiecienski,Otak Date Submitted 11-13-19 RESPOND DATE: 11-19-19 PROJECT MANAGER: Tyler Coleman TIME IMPACT yt . f,,dr ,f s. xr r,t_.gi.,, �' !'y • 1 �k �u•�matta�o ton Ge�ee a tfiaa io A'1Lt ti a l.;- .k;, + °e �"ki'2t&`avTt' (,- Reviewed by DBG RESPONSE: Pieceed ❑ Architects revim:is for the lhnited propose of dtecking for cenfonnance adth Information given and the design concept 000ressud In Ole Contract Proceed as Noted S95. Docummds;alb In not for the purpose of determining llle accuracy and completeness of details such as dimensions and quantities,or for Revise and Submit 0 sub6ytsar ting instrvctlans for installation or pertermance of equipment or systems,all of which remain the responsibility of the Contractor as Submittal Returned regnirad by Ore Contract Documents. Review shall not constitute witiraet Nealed ❑ approval of safety precaution or,of any construction means,melhedo, techniques,sequences or procedln'es. Otak Architects,Inc. Christina Kwiecienski Otak,Inc.•808 SW Third Ave,Suite 360•Portland,Oregon 97035•503 297 6925 1 of 1 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT at Transmittal Letter T1GARr) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED DEC 17 2019 FROM: MARTIN MORALES CITY OF TIGARD BUILDING DIVISION COMPANY: FIRESTOP COMPANY /� PHONE: 360-718-8604 EXT.405 By. �✓"j - 7lr 70 RE: 7-888-SW HUNZIKER RD _ FPS2018-0014i�f (Site Address) (Permit Number) THE FIELDS APARTMENTS BLDG 4 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. X Other(explain): REVISED FIRE SPRINKLER SYSTEM, WITH STANDPIPE. REMARKS: PLANS SHOWN WITH STANDPIPE. FOR OFFICE USE ONLY Rout to Permit Technician: Date: , - ANK) Initials: Fees Due: Yes ❑No Fee Description: Amount Due: S . )--Jr pl rev. vJ $ $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes No ❑ Done Applicant Notified: Date: ( / � 51 i ` Initials: • I:1Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012