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HomeMy WebLinkAbout2470 FARADAY AVE; ; FPC2020-0005; PermitJr City of PERMIT REPORT Carlsbad Print Date: 03/22/2022 Job Address: 2470 FARADAY AVE. CARLSBAD, CA 92010-7224 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2090412600 Track #: Valuation: $69,765.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check #: Permit No: FPC2020-0005 Status: Closed - Finaled Applied: 01/09/2020 Issued: 03/04/2020 Finaled Close Out: 06/23/2020 Inspector: Final Inspection: Project Title: Description: BECKMAN COULTER - UPGRADE EXISTING WAREHOUSE SPRINKLER SYSTEM TO ESFR (328 HEADS) Applicant: FPContractor: JOHNSON CONTROL FIRE PROTECTION JOHNSON CONTROLS FIRE PROTECTION LP MARCUS ENGLISH P0 BOX 3042 3568 RUFFIN RD BOCA RATON, FL 33431-0942 SAN DIEGO, CA 92123-2597 (561) 341-7780 (858) 633-9125 FEE AMOUNT FIRE NFPA 13 or 13R System > 100 heads $654.00 Total Fees: $654.00 Total Payments To Date: $654.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov -F rc 2-o 000c; DAVID YORK, ARCHITECT (949)887-8034 Date: 2/23/20 RE: SPRINKLER UPGRADE 2470 FARADAY AVE. CARLSBAD, CA. UPGRADE EXISTING SPRINKLER SYSTEM. CURRENT WEIGHT OF WATER FILLED PIPE IS 14833# AND NEW WEIGHT OF WATER FILLED PIPE IS 21415# DISTRIBUTED LOAD OF EXISTING IS .7 PSF NEW SYSTEM = I PSF. CURRENT BUILDING DEAD LOAD BUILT UP ROOFING 6 PSF PLYWOOD DECK 2.5 PSF INSULATION 2 PSF FRAMING 6PSF LIGHTS/MECH 1.5 PSF NEW SPRINKLERS I PSF TOTAL DEAL LOAD 19 PSF, ASSUME 20 PSF DL FOR CALCS LIVE LOAD 20 PSF LL CHECKED ROOF GIRDERS TO VERIFY ADEQUICY OF EXISTING STRUCTURE WITH NEW LOADS FROM SPRINKLER SYSTEM. SEE ATTACHED ENERCALC SHEETS. STRUCTURE IS ADEQUATE TO HOLD THE NEW SPRINKLER SYSTEM SINCERELY WUfT1771 <;;L f4 a, ft N. NO- C24908 EXP. 12/31/19 1,co DAVID YORK, ARCHITECT 403 Callle Campanero, San Clemente, Ca. 92672 yorkarch@yahoo.com • - -, - -- - I - - -- _.J_ I - - I •j••• • ---'-- [iib±L ;i; icrsJ 2oO .•--$• /ZO -•- - t - --- - I4- 444L4 I± 4 •L J4J(QL L4 ___ L rii 01 Ctr-QpJ.ZT I1i4,IT'c I ouL)r l t Cff I i -t•--•--i ai -. - - - I I I 4 -Ot C - 11± $ I 0 4 • ITT__ I_T E 1 I 01 1 0 - PAYID YORK, ARCHITECT 403 CALLE CAMPANERO SAN CLEMENTE, CA. 92673 (949)887-8034 YORKARCH@YAHOO.COM Title Block Line 6 Multiple Simple Beam Project Title: BEAM LOADS Engineer: Project ID: Project Descr: FIRE SPRINKLER UPGRADE Nod: 23 FEB 2020, 2,1iPt,1 File c:\Uss\David\DOCUME-11ENERCA-l0araday.ec6 ENERCALC, INC. 1983-2017, Buiid:6.17.3.29, Ver:6.17.10.31 DescriDtion: EXISTING BEAMS FARADAY WAREHOUSE Wood Beam Design: 6x14 GIRDER Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size: 6x14, Sawn, Fully Unbraced Using Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch (North) Wood Grade: No. 1/No. 2 Fb - Tension 850.0 psi Fc - PrIl 1,400.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 30.580 pcf Fb - Compr 850.0 psi Fc - Perp 625.0 psi Ft 500.0 psi Eminbend - xx 580.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, L = 0.020 k/ft, Tnb= 8.0 ft Design Summary Max fb/Fb Ratio = 0.925; 1 tb : Actual: 1,676.93 psi at 10.000 ft in Span #1 Fb : Allowable: 1,812.13 psi Load Comb: +1.20D+0.50Lr+1.60L+1.60H Max fv/FvRatio 0.217:1 fv : Actual , .?? at 18.933 ft in Span #1 Fv : Allowable: 385.80 psi Load Comb: +1 .20D+0.50Lr+1.60L+1 .60H Max Reactions (k) 2 i Lr Left Support 1.76 1.60 Right Support 1.76 1.60 Steel Beam Design: W24x68 DCO.1601 L(0 160) 20.0 It, 6x14 Downward L+Lr+S 0.321 in Downward Total 0.674 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defi Ratio 747 >360 Total Defi Ratio 356 >180 Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 STEEL Section: W24x68, Braced @ 1/5 Points Using Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Fy = 50.0 ksi E = 29,000.0 ksi Applied Loads Beam self weight calculated and added to loads Point: D = 1.760, L = 1.60 k, at 4.0 ft and placed every 8.0 ft thereaftei Design Summary Max fb/Fb Ratio = 0.541 : 1 Mu : Applied 300.681 k-ft at 28.000 ft in Span # I Mn * Phi: Allow 555.521 k-ft Load Comb: +1.200+0.50Lr+1.60L+1.60H Max fv/FvRatio = 0.067: 1 Vu : Applied 19.890k at 0.000 ft in Span # 1 Vn * Phi: Allow 295.065 k Load Comb: +1 .20D+0.50Lr+1 .60L+1 .60H D(1.760) L(060760) L(1DflY60) L(D0Y60) L)t0760) L(060760) L(1D0V60) L(060760) LI1 60) 60.0 ft Max Reactions (k) Q L Lr S W E H Max Deflections Left Support 8.61 5.97 Downward L+Lr+S 1.101 in Downward Total 2.687 in Right Support 7.79 5.23 Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defi Ratio 654 Total Deft Ratio 267 Steel Beam Design: W24x84 Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 STEEL Section: W24x84, Braced @ Mid Span Using Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Fy = 50.0 ksi F = 29,000.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, L = 0.020 klft, Trib= 8.0 ft Point: D=8.610, L=6.ok@20.oft Design Summary Max fb/Fb Ratio = 0.387: 1 Mu , Applied 305.650 k-ft at 20.000 ft in Span # I Mn * Phi: Allow 789.148 k-ft Load Comb: +1 .20D+0.5OLr+1 .60L+1.60H Max fv/FvRatio = 0.062: 1 Vu : Applied 21.114k at 40.000 ft in Span #1 Vn * Phi: Allow 339.810 k Load Comb: i-1.20D1-0.5OLr+1.60L*1.60H Max Reactions (k) P I. Lr5 w Left Support 9.11 6.15 Right Support 10.48 7.05 D(8B(0).D00. 160) 40.0 It 5.0 ft IVId uejiecuuru Downward L+Lr+S 0.333 in Downward Total 0.822 in Upward L+Lr+S -0.125 in Upward Total -0.310 in Live Load Deft Ratio 956 Total Defl Ratio 386 tkVO CULc) —0w 5- FIRE SPRINKLER HYDRAULIC CALCULATIONS BECKMAN INSTRUMENTS, INC. 2470 FARADAY AVE. CARLSBAD, CA 92010 DATE: 2/25/2020 JCI Project No.: 480-616604301 JOHNSON CONTROLS 3568 RUFFIN ROAD SOUTH SAN DIEGO, CA 92123 1: (858) 633-9100 CALCULATION SUMMARY Project Name: BECKMAN INSTRUMENTS - ESFR UPGRADE Project Location: 2470 FARADAY AVE Drawing No. : 616604301 City: CARLSBAD, CA 92010 Design Areas Design Area Calc. Mode Occupancy Area of Total Water Pressure © Mm. Mm. Mm. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ft2) (gpm) (psi) (gpm/ft2) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) STORAGE 1192.68 1446.7 Required 1 35 994 12 250 8.9 83 2 Demand (HW) STORAGE 1192.68 1446.7 Required 1 35 99.4 12 250 9 82.9 3 Demand (HW) STORAGE 1192.68 1446.2 Required 1 35 99.4 12 250 9.1 1 82.8 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Date 1/30/2020 Instruments ESFR upgrade REV1.dwg Page 1 Copyright © 2002-2012 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name: BECKMAN INSTRUMENTS - ESFR UPGRADE Contract No. : 616604301 City: CARLSBAD, CA 92010 Project Location: 2470 FARADAY AVE Date: 1/8/2020 Contractor Information Name of Contractor: Johnson Controls Address: 3568 Ruffin Rd south City: San Diego, CA 92123 Phone Number: 858-633-9100 E-mail: marcus.english@jci.com Name of Designer: M. English Authority Having Jurisdiction: Carlsbad Fire Dept. Design Remote Area Name Remote Area Location Occupancy Classification STORAGE Density (gpm/ft2) 1 Area of Application (ft2) 1192.68 Coverage per Sprinkler (ft2) 99.39 Number of Calculated Sprinklers 12 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 1446.7 Required Pressure at Source (psi) 83 Type of System Wet Volume - Entire System (gal) 2497.8 gal Water Supply Information 12/17/2019 Date Location Source Notes 12 ESFR Spks, 35 psi each File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REVI.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Node Labels: Off Pipe Labels: Off Diagram for Design Area: I (Ootimized Hydraulic Simolified) File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 3 f - Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Analysis for: I Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: Wi Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 95 5165 63 Static Pressure I Residual I Flow I Available I I Total Demand I Required Pressure NodeatSource (psi) I Pressure (gpm) Pressure I (gpm) I (psi) (psi) I (psi) I Wi 95 63 5165 92.9 1446.7 83 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) 1196.7 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 1196.7 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 75.6 BOR -Flow (gpm) 1196.7 Demand w/o System Pump(s) N/A File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 a DC CD c) 0 Ni 0 Ni 0 Pressure, psi WC/C 2 3 .0. CD CD CIC(j) U) -o 0) CD 0.0 CD CD 0) 0) 0 C,) 0 (I) CD w CD 0 3 DC Ai Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Analysis for: I Graph Labels Label Description Values Flow (gpm) Pressure (psi) SI Supply point #1 -Static 0 95 S2 Supply point #2 - Residual 5165 63 DI Elevation Pressure 0 10.6 02 System Demand 1196.7 83 D3 System Demand + Add.Out.Hose 1446.7 183 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I I Pressure (psi) I Flow (gpm) I Pressure (psi) @ Flow (gpm) I Supply 92.6 1279.8 8.9 1 1446.7 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S8 Overhead 99.39 16.8 1 99.4 35 1.003 99.7 35.2 Sprinkler S9 Overhead 99.39 16.8 1 99.4 35 1.009 100.3 35.6 Sprinkler Si Overhead 99.39 16.8 1 99.4 35 1.002 99.6 35.1 Sprinkler Overhead 99.39 16.8 1 99.4 35 1.006 100 35.4 Sprinkler Sil Overhead 99.39 16.8 1 99.4 35 1.006 100 35.4 Sprinkler S12 Overhead 99.39 16.8 1 99.4 35 1.009 100.3 35.6 Sprinkler S2 Overhead 99.39 16.8 1 99.4 35 1 99.4 35 Sprinkler S3 Overhead 99.39 16.8 1 99.4 35 1 99.4 35 Sprinkler S4 Overhead 99.39 16.8 1 99.4 35 1.002 99.6 35.1 Sprinkler S5 Overhead 99.39 16.8 1 99.4 35 1.002 99.6 35.2 Sprinkler S6 Overhead 99.39 16.8 1 99.4 35 1.001 99.4 35 Sprinkler S7 Overhead 99.39 16.8 1 99.4 35 1.001 99.4 35 Sprinkler File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 6 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req, Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/p511/2 g pm ft2 psi psi gpm It gpm/ft2 psi gpm 0002 Node 44.2 19 NODE -10 0021 Node 56.1 18.17 NODE -9.6 0022 Node 56.9 18.17 NODE -9.6 0023 Node 57.5 18.17 NODE -9.6 0024 Node 58 18.17 NODE -9.6 0025 Node 58.3 18.17 NODE -9.6 0026 Node 58.6 18.17 NODE -9.6 0027 Node 58.8 18.17 NODE -9.6 0028 Node 59 18.17 NODE -9.6 0032 Node 59.3 18.17 NODE -9.6 0033 Node 59.4 18.17 NODE -9.6 0034 Node 59.4 18.17 NODE -9.6 0035 Node 59.4 18.17 NODE -9.6 0071 Node 65.7 18.17 NODE -9.6 0073 Node 65.7 18.17 NODE -9.6 0074 Node 64.1 18.17 NODE -9.6 0075 Node 63.7 18.17 NODE -9.6 0077 Node 63.4 18.17 NODE -9.6 0081 Node 62 18.17 NODE -9.6 0082 Node 61.7 18.17 NODE -9.6 0083 Node 61.5 18.17 NODE -9.6 0084 Node 61.3 18.17 NODE -9.6 0085 Node 61.1 18.17 NODE -9.6 0086 Node 60.9 18.17 NODE -9.6 0087 Node 60.8 18.17 NODE -9.6 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0088 Node 60.7 18.17 NODE -9.6 0089 Node 60.6 18.17 NODE -9.6 0090 Node 60.6 18.17 NODE -9.6 0117 Node 43.6 19 NODE -10 0118 Node 43.4 19 NODE -10 0119 Node 43.4 19 NODE -10 0120 Node 43.6 19 NODE -10 0147 Node 55.7 18.17 NODE -9.6 0148 Node 55.8 18.17 NODE -9.6 0170 Node 43.6 19 NODE -10. 0171 Node 43.4 19 NODE -10 0172 Node 43.4 19 NODE -10 0173 Node 43.6 19 NODE -10 0355 Node 44.2 19 NODE -10 0356 Node . 43.9 19 NODES -10 0357 Node 43.9 19 NODE -10 S8 Overhead Sprinkler 16,8 99.7 99.39 35.2 35 20.5 HEAD Open 0.3 1.003 -10.6 99.4 S9 Overhead Sprinkler 16.8 100.3 99.39 35.6 35 20.5 HEAD Open 0.9 1.009 -10.6 99.4 Wi Supply -1196.7 83 -4 SUPPLY . 0 657-I Node 73.6 3.83 NODE -3.4 657-0 Node 72 4.83 NODE -3.8 658-I Node 75.1 2 NODE -2.6 658-0 Node 74.1 2.88 NODE -3 BOR Node 75.6 1 NODE -2.2 DI Node 78 -4 NODE 0 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge m/ si½ gp p gpm ft2 psi psi ft gpm gpm/ft2 psi gpm Si Overhead Sprinkler 16.8 99.6 99.39 35.1 35 20.5 HEAD Open 0.2 1.002 -10.6 99.4 510 Overhead Sprinkler 16.8 100 99.39 35.4 35 20.5 HEAD Open 0.6 1.006 -10.6 99.4 Sil Overhead Sprinkler 16.8 100 99.39 35.4 35 20.5 HEAD Open 0.6 1.006 -10.6 99.4 S12 Overhead Sprinkler 16.8 100.3 99.39 35.6 35 20.5 HEAD Open 0.9 1.009 -10.6 99.4 S2 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0 1 -10.6 99.4 S3 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0 1 -10.6 99.4 S4 Overhead Sprinkler 16.8 99.6 99.39 35.1 35 20.5 HEAD Open 0.2 1.002 -10.6 99,4 S5 Overhead Sprinkler 16.8 99.6 99.39 35.2 35 20.5 HEAD Open 0.2 1.002 -10.6 99.4 S6 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0.1 1.001 -10.6 99.4 S7 Overhead Sprinkler 16.8 99.4 99.39 20.5 HEAD Open 1 0.1 1 1.001 j 35 -10.6 j 35 99.4 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I S2 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0119 19 99.4 1.38 lx(us.90)=3 9 0.6643 0.6 11.67 7.8 0119 19 -3 2.5 6 120 43.4 0120 19 96.4 2.635 0 0.0269 0 6 0.2 0120 19 99.6 2.5 2x(us.Tee-Br)=32.95 84.58 120 43.6 0147 18.17 196 2.635 32.95 0.1001 0.4 117.53 11.8 0147 18.17 0 4 9.75 120 55.7 0148 18.17 196 4.26 0 0.0096 0 9.75 0.1 0148 18.17 196.4 4 9.88 120 55.8 0021 18.17 392.4 4.26 0 0.0349 0 9.88 0.3 0021 18.17 202 4 10 120 56.1 0022 18.17 594.4 4.26 0 0.0753 0 10 0.8 0022 18.17 -66.3 4 10 120 56.9 0023 18.17 528.1 4.26 0 0.0605 0 10 0.6 0023 18.17 -61.8 4 10 120 57.5 0024 18.17 466.2 4.26 0 0.048 0 10 0.5 0024 18.17 -58.6 4 10 120 58 0025 18.17 407.6 4.26 0 0.0375 0 10 0.4 0025 18.17 -56.6 4 10 120 58.3 0026 18.17 351 4.26 0 0.0284 0 10 0.3 0026 18,17 -55.8 4 10 120 58.6 0027 18.17 295.2 4.26 0 0.0206 0 10 0.2 0027 18.17 -56.1 4 10 120 58.8 0028 18.17 239.1 4.26 0 0.0139 0 10 0.1 0028 18.17 -57.3 4 2x(us.90)=26.33 15.75 120 59 0032 18.17 181.7 4.26 26.33 0.0084 0 42.09 0.4 0032 18.17 -41.4 4 10 120 59.3 0033 18.17 140.4 4.26 0 0.0052 0 10 0.1 0033 18.17 -42.7 4 9.99 120 59.4 0034 18.17 97.6 4.26 0 0.0027 0 9.99 0.0 0034 18.17 -44.4 4 lx(us.Tee-Br)=26.33 10 120 59.4 0035 18.17 53.3 4.26 26.33 0.0009 0 36.33 1 0.0 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright ©2002-2O12Tyco Fire Protection Products Page 10 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 0035 18.17 0 2 lx(us.Tee-Br)=12.31 238.44 120 59.4 0071 18.17 53.3 2.157 2x(us.90)=12.31 24.61 0.0238 0 263.05 6.3 0071 18.17 0 6 ix(us.Tee-Br)=37.72 2.61 120 65.7 0073 18.17 53.3 6.357 37.72 0.0001 0 40.33 0 0073 18.17 1143.5 6 lx(coupling)= 1.26 13.34 120 65.7 657-0 4.83 1196.7 6.357 1.26 0.0392 5.8 14.59 0.6 657-0 4.83 0 6 1 0 72 AV-1 Check 657-1 3.83 1196.7 0 0 1.1673 0.4 1 1.2 657-I 183 0 6 lx(coupling)=1.26 0.96 120 73.6 658-0 2.88 1196.7 6.357 1.26 0.0392 0.4 2.21 0.1 658-0 2.88 0 6 0.88 0 74.1 BFV-N 658-1 2 1196.7 0 0 0.6401 0.4 0.88 0.6 658-I 2 0 6 ix(coupling)=1.26 1 120 75.1 BOR 1 1196.7 6.357 1.26 0.0392 0.4 2.26 0.1 BOR 1 0 8 lx(us.90)=31.7 5 140 75.6 DI -4 1196.7 8.55 31.7 0.007 2.2 36.7 0.3 DI -4 0 8 3x(us.90)=77.16 505.66 150 78 Wi -4 1196.7 7.98 77.16 0.0086 0 582.82 5 Wi 83 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 S3 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0118 19 99.4 1.38 lx(us.90)=3 9 0.6643 0.6 11.67 7.8 0118 19 3 2.5 6 120 43.4 0117 19 102.4 2.635 0 0.0301 0 6 0.2 0117 19 99.6 2.5 2x(us.Tee-Br)=32.95 124.58 120 43.6 0090 18.17 202 2.635 32.95 0.1059 0.4 157.53 16.7 0090 18.17 0 6 9.75 120 60.6 0089 18.17 202 6.357 0 0.0015 0 9.75 0.0 0089 18.17 201.8 6 9.88 120 60.6 0088 18.17 403.8 6.357 0 0.0052 0 9.88 0.1 0088 18.17 198.6 6 10 120 60.7 0087 18,17 602.4 6.357 0 0.011 0 10 0.1 0087 18.17 66.3 6 10 120 60.8 0086 18.17 668.7 6.357 0 0.0133 0 10 0.1 0086 18.17 61.8 6 10 120 60.9 0085 18.17 730.5 6.357 0 0.0157 0 10 0.2 0085 18.17 58.6 6 10 120 61.1 0084 18.17 789.1 6.357 0 0.0181 0 10 0.2 0084 18.17 56.6 6 10 120 61.3 0083 18.17 845.8 6.357 0 0.0206 0 10 0.2 0083 18.17 55.8 6 10 120 61.5 0082 18.17 901.6 6.357 0 0.0232 0 10 0.2 0082 18.17 56.1 6 10 120 61.7 0081 18.17 957.7 6.357 0 0.0259 0 10 0.3 0081 18.17 57.3 6 2x(us.90)=35.21 15.18 120 62 0077 18.17 1015 6.357 35.21 0.0289 0 50.39 1.5 0077 18.17 41.4 6 10 120 63.4 0075 18.17 1056.4 6.357 0 0.0311 0 10 0.3 0075 18.17 42.7 6 9.99 120 63.7 0074 18.17 1099.1 6.357 0 0.0335 0 9.99 0.3 0074 18.17 44.4 6 lx(us.Tee-Br)=37.72 7.39 120 64.1 0073 18.17 1143.5 6.357 37.72 0.036 0 45.11 1.6 0073 65.7 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 12 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/psit/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 S6 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0171 19 99.4 1.38 lx(us.90)=3 9 0.665 0.6 11.67 7.8 0171 19 -2.7 2.5 6 120 43.4 0170 19 96.8 2.635 0 0.0271 0 6 0.2 0170 19 99.6 2.5 2x(us.Tee-Br)=32.95 84.58 120 43.6 0148 18.17 196.4 2.635 32.95 0.1005 0.4 117.53 11.8 0148 55.8 Path No: 4 S7 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0172 19 99.4 1.38 lx(us.90)=3 9 0.665 0.6 11.67 7.8 0172 19 2.7 2.5 6 120 43.4 0173 19 102.1 2.635 0 0.0299 0 6 0.2 0173 19 99.7 2.5 2x(us.Tee-Br)=32.95 124.58 120 43.6 0089 18.17 201.8 2.635 32.95 0.1057 0.4 157.53 16.6 0089 60.6 Path No: 5 Si 20.5 16.81 99.6 1.25 lx(us.Tee-Br)=6 2.67 120 35.1 0120 19 99.6 1.38 lx(us.90)=3 9 0.6667 0.6 11.67 7.8 0120 43.6 Path No: 6 S4 20.5 16.81 99.6 1.25 lx(us.Tee-Br)=6 2.67 120 35.1 0117 19 99.6 1.38 lx(us.90)=3 9 0.6669 0.6 11.67 7.8 0117 43.6 Path No: 7 S5 20.5 16.8 99.6 1.25 lx(us.Tee-Br)=6 2.67 120 35.2 0170 19 99.6 1.38 lx(us.90)=3 9 0.6673 0.6 11.67 7.8 0170 43.6 Path No: 8 S8 20.5 16.8 99.7 1.25 lx(us.Tee-Br)=6 2.67 120 35.2 0173 19 99.7 1.38 lx(us.90)=3 9 0.6676 0.6 11.67 7.8 0173 43.6 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyrght©2OO2-2O12 Tyco Fire Protection Products Page 13 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor.2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 Sli 20.5 16.8 100 1.25 lx(us,Tee-Br)=6 2.67 120 35.4 0356 19 100 1.38 lx(us.90)=3 9 0.6721 0.6 11.67 7.8 0356 19 -1.7 2.5 8 120 43.9 0355 19 98.3 2.635 0 0.0279 0 8 0.2 0355 19 100.3 2.5 2x(us.Tee-Br)=32.95 124.58 120 44.2 0088 18.17 198.6 2.635 32.95 0.1026 0.4 157.53 16.2 0088 60.7 Path No: 10 S10 20.5 16.8 100 1.25 lx(us.Tee-Br)=6 2.67 120 35.4 0357 19 100 1.38 lx(us.90)=3 9 0.6721 0.6 11.67 7.8 0357 19 1.7 2.5 8 120 43.9 0002 19 101.7 2.635 0 0.0297 0 8 0.2 0002 19 100.3 2.5 2x(us.Tee-Br)=32.95 76.58 120 44.2 0021 18.17 202 2.635 32.95 0.1059 0.4 109.53 11.6 0021 56.1 Path No: 11 S12 20.5 16.8 100.3 1.25 lx(us,Tee-Br)=6 2.67 120 35.6 0355 19 100.3 1.38 lx(us,90)=3 9 0.6753 0.6 11.67 7.9 0355 44.2 Path No: 12 S9 20.5 16.8 100.3 1.25 1x(us,Tee-Br)=6 2.67 120 35.6 0002 19 100.3 1.38 lx(us.90)=3 9 0.6755 0.6 11.67 7.9 0002 44.2 Path No: 13 0119 19 0 2.5 4 120 43.4 0118 19 3 2.635 0 0.0000 0 4 0 0118 43.4 Path No: 14 0022 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 56.9 0087 18.17 66.3 2.635 65.9 0.0134 0 291.06 3.9 0087 60.8 File: C:\Users\jenglim\Johnson Control s\Proj ect Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright© 2002-2012 Tyco Fire Protection Products Page 14 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 15 0023 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 57.5 0086 18.17 61.8 2.635 65.9 0.0118 0 291.06 3.4 0086 60.9 Path No: 16 0024 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58 0085 18.17 58.6 2.635 65.9 0.0107 0 291.06 3.1 0085 61.1 Path No: 17 0025 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 1201 58.3 0084 18.17 56.6 2.635 65.9 0.01 0 291.06 2.9 0084 61.3 Path No: 18 0026 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.6 0083 18.17 55.8 2.635 65.9 0.0098 0 291.06 2.8 0083 61.5 Path No: 19 0027 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.8 0082 18.17 56.1 2.635 65.9 0.0099 0 291.06 2.9 0082 61.7 Path No: 20 0028 18,17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 59 0081 18.17 57.3 2.635 65.9 0.0103 0 291.06 3 0081 62 Path No: 21 0032 18,17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.3 0077 18.17 41.4 2.157 2x(us.90)=12.31 36.92 0.0149 0 275.36 4.1 0077 63.4 Path No: 22 0033 18.17 0 2 2x(us.Tee-6r)=24.61 238.44 120 59.4 0075 18.17 42.7 2.157 2x(us.90)=12.31 36.92 0.0158 0 275.36 4.4 0075 63.7 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 23 0034 18.17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.4 0074 18.17 44.4 2.157 2x(us.90)=12.31 36.92 0.0169 0 275.36 4.7 0074 64.1 Path No: 24 0171 19 0 2.5 4 120 43.4 0172 19 2.7 2.635 0 0.0000 0 4 0 0172 43.4 Path No: 25 0356 19 0 2.5 8 120 43.9 0357 19 1.7 2.635 0 0.0000 0 8 0 0357 43.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 21.51 ft/s occurs in the following pipe(s): (0002-S9) *** 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:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 16 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: WI; Supply Name:WI 105. 100- so 75 65 10 C4 C4 M Flow, gpm Pressure Loss Function Design Area: 1; Valve Ref.: 1454 (BI:\LN, Size B); Inlet Node: 658-1; Outlet Node: 558.0 3.0641 0054 i T T T cc V1 - -& -00 -C3 00 Flow, gprn File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 17 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Device Graphs Pressure Loss Function Design Area 1, Valve Ref 1455 (AV-1 Check, Size= 6), Inlet Node 657-1; Outlet Node 6570 1.2 psi @ 11.7 gpm 2 2 - c-I - - - Flow, pm File: C:\Users\jertglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 18 HYDRAULIC CALCULATIONS for Job Information Project Name: BECKMAN INSTRUMENTS - ESFR UPGRADE Contract No. : 616604301 City: CARLSBAD, CA 92010 Project Location: 2470 FARADAY AVE Date: 1/8/2020 Contractor Information Name of Contractor: Johnson Controls Address: 3568 Ruffin Rd south City: San Diego, CA 92123 Phone Number: 858-633-9100 E-mail: marcus.english@jci.com Name of Designer: M. English Authority Having Jurisdiction: Carlsbad Fire Dept. Design Remote Area Name 2 Remote Area Location Occupancy Classification STORAGE Density (gpm/ft2) Area of Application (ft2) 1192.68 Coverage per Sprinkler (ft2) 99.39 Number of Calculated Sprinklers 12 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 1446.7 Required Pressure at Source (psi) 82.9 Type of System Wet Volume - Entire System (gal) 2497.8 gal Water Supply Information 12/17/2019 Date Location Source Notes Grid Peak - proof calc File: C:\Users\jenglim\Johnson Controls\Pro]ect Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright © 200272012 Tyco Fire Protection Products Page 19 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Node Labels: Off Pipe Labels: Off Diagram for Design Area: 2 (Ootirnized Hydraulic SimDIified File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 20 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Analysis for: 2 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: Wi Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 95 5165 63 Static Pressure Residual I I Flow I I Available I I Total Demand I Required Pressure Node at Source (psi) I Pressure I (gpm) I Pressure I I (gpm) I (psi) (psi) i (psi) Wi 95 63 5165 92.9 1446.7 82.9 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) 1196.7 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 1196.7 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 75.5 BOR -Flow (gpm) 1196.7 Demand w/o System Pump(s) N/A File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 21 Pressure, psi C- 0 C U, CD U, (p (0 3 C-0 Sr (1) 0 C) 0 0 Cl) CD CD 0 2 DC DC (0 CD N.) N.) Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Analysis for: 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 95 S2 Supply point #2 - Residual 5165 63 Di Elevation Pressure . 0 10.6 D2 System Demand 1196.7 82.9 D3 System Demand + Add.Out.Hose 1446.7 82.9 Curve Intersections & Safety Margins Curve Name Intersection I Safety Margin I I Pressure (psi) I Flow (gpm) I Pressure (psi) I @ Flow (gpm) I Supply 92.6 1280.5 9 1 1446.7 Open Heads Required Head Ref. Head Type Coverage K-Factor Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S9 Overhead Sprinkler 99.39 16.8 1 99.4 35 1.006 100 35.4 Si Overhead 99.39 16.8 1 99.4 35 1 99.4 35 Sprinkler Overhead Sprinkler 99.39 16.8 1 99.4 35 1.006 100 35.4 Sil Overhead Sprinkler 99.39 16.8 1 99.4 35 1.009 100.2 35.6 S13 Overhead Sprinkler 99.39 16.8 1 99.4 35 1.003 99.7 35.2 S14 Overhead Sprinkler 99.39 16.8 1 99.4 35 1.003 99.7 35.2 S15 Overhead Sprinkler 99.39 16.8 1 99.4 35 1.009 100.3 35.7 S2 Overhead Sprinkler 99.39 16.8 1 99.4 35 1 99.4 35 S3 Overhead Sprinkler 99.39 16.8 1 99.4 35 1.001 99.5 35.1 S5 Overhead Sprinkler 99.39 16.8 1 99.4 35 1.001 99.4 35 S6 Overhead Sprinkler 99.39 16.8 1 99.4 35 1.001 99.4 35 S7 Overhead 99.39 16.8 1 Sprinkler :] 99.4 35 1.002 99.6 35.1 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 23 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations I Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev, Pres. Req. Discharge m/ Si1/2 gp p gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0002 Node 43.9 19 NODE -10 0003 Node 44.2 19 NODE -10 0021 Node 55.8 18.17 NODE -9.6 0022 Node 56.6 18.17 NODE -9.6 0023 Node 57.2 18.17 NODE -9.6 0024 Node 57.7 18.17 NODE -9.6 0025 Node 58.1 18.17 NODE -9.6 0026 Node 58.4 18.17 NODE -9.6 0027 Node 58.6 18.17 NODE -9.6 0028 Node 58.8 18.17 NODE -9.6 0032 Node 59.1 18.17 NODE -9.6 0033 Node 59.2 18.17 NODE -9.6 0034 Node 59.2 18.17 NODE -9.6 0035 Node 59.2 18.17 NODE -9.6 0071 Node 65.6 18.17 NODE -9.6 0073 Node 65.6 18.17 NODE -9.6 0074 Node 64 18.17 NODE -9.6 0075 Node 63,6 18.17 NODE -9.6 0077 Node 63.3 18.17 NODE -9.6 0081 Node 61.9 18.17 NODE -9.6 0082 Node 61.6 18.17 NODE -9.6 0083 Node 61.4 18.17 NODE -9.6 0084 Node 61.2 18.17 NODE -9.6 0085 Node 61 18.17 NODE -9.6 0086 Node 60.9 18.17 NODE -9.6 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 24 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/p51½ gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0087 Node 60.7 18.17 NODE -9.6 0088 Node 60.6 18.17 NODE -9.6 0089 Node 60.6 18.17 NODE -9.6 0090 Node 60.6 18.17 NODE -9.6 0118 Node 43.5 19 NODE -10 0119 Node 43.4 19 NODE -10 0120 Node 43.4 19 NODE -10 0122 Node 43.6 19 NODE -10 0147 Node 55.4 18.17 NODE -9.6 0148 Node 55.5 18.17 NODE -9.6 0168 Node 43.7 19 NODE -10 0170 Node 43.4 19 NODE -10 0171 Node 43.4 19 NODE -10 0172 Node 43.6 19 NODE -10 0356 Node 44.1 19 NODE -10 0357 Node 43.9 19 NODE -10 S9 Overhead Sprinkler 16.8 100 99.39 35.4 35 20.5 HEAD Open 0.6 1.006 -10.6 99.4 Wi Supply -1196.7 82.9 -4 SUPPLY . 0 657-I Node 73.6 3.83 NODE -3.4 657-0 Node 72 4.83 NODE -3.8 658-I Node 75 2 NODE -2.6 658-0 Node 74.1 2.88 NODE -3 BOR Node 75.5 1 NODE -2.2 DI Node 77.9 -4 NODE 0 F20.5 Overhead Sprinkler 16.8 99.4 99.39 35 35 HEAD Open 0 1 1 -10.6 1 99.4 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 25 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge m/ 9 1/2 gp p gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 510 Overhead Sprinkler 16.8 100 99.39 35.4 35 20.5 HEAD Open 0.6 1.006 -10.6 99.4 Sil Overhead Sprinkler 16.8 100.2 99.39 35.6 35 20.5 HEAD Open 0.8 1.009 -10.6 99.4 S13 Overhead Sprinkler 16,8 99.7 99.39 35.2 35 20.5 HEAD Open 0.3 1.003 -10.6 99.4 S14 Overhead Sprinkler 16.8 99.7 99.39 35.2 35 20.5 HEAD Open 0.3 1.003 -10.6 99.4 S15 Overhead Sprinkler 16.8 100.3 99.39 35.7 35 20.5 HEAD Open 0.9 1.009 -10.6 99.4 S2 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0 1 -10.6 99.4 S3 Overhead Sprinkler 16.8 99.5 99.39 35.1 35 20.5 HEAD Open 0.1 1.001 -10.6 99.4 S5 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0.1 1.001 -10.6 99,4 S6 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0.1 1.001 -10.6 99.4 FS7 Overhead Sprinkler 16.8 99.6 99.39 35 20.5 HEAD Open 1 0.2 1 1.002 j35.1 -10.6 1 99.4 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 26 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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: I S2 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0119 19 99.4 1.38 lx(us.90)=3 9 0.6643 0.6 11.67 7.8 0119 19 -0.9 2.5 4 120 43.4 0118 19 98.5 2.635 0 0.028 0 4 0.1 0118 19 99.5 2.5 2x(us.Tee-Br)=32.95 130.58 120 43.5 0090 18.17 198.1 2.635 32.95 0.1021 0.4 163.53 16.7 0090 18.17 0 6 9.75 120 60.6 0089 18.17 198.1 6.357 0 0.0014 0 9.75 0.0 0089 18.17 197.8 6 9.88 120 60.6 0088 18.17 395.9 6.357 0 0.0051 0 9.88 0.0 0088 18.17 193.3 6 10 120 60.6 0087 18.17 589.2 6.357 0 0.0105 0 10 0.1 0087 18.17 68.2 6 10 120 60.7 0086 18.17 657.4 6.357 0 0.0129 0 10 0.1 0086 18.17 63.6 6 10 120 60.9 0085 18.17 721 6.357 0 0.0153 0 10 0.2 0085 18.17 60.3 6 10 120 61 0084 18.17 781.3 6.357 0 0.0178 0 10 0.2 0084 18.17 58.2 6 10 120 61.2 0083 18.17 839.5 6.357 0 0.0203 0 10 0.2 0083 18.17 57.3 6 10 120 61.4 0082 18,17 896.8 6.357 0 0.023 0 10 0.2 0082 18.17 57.4 6 10 120 61.6 0081 18.17 954.2 6.357 0 0.0258 0 10 0.3 0081 18.17 58.6 6 2x(us.90)=35.21 15.18 120 61.9 0077 18.17 1012.8 6.357 35.21 0.0288 0 50.39 1.4 0077 18.17 41.9 6 10 120 63.3 0075 18.17 1054.8 6.357 0 0.031 0 10 0.3 0075 18.17 43.3 6 9.99 120 63.6 0074 18.17 1098.1 6.357 0 0.0334 0 9.99 0.3 0074 18.17 44.9 6 lx(us.Tee-Br)=37.72 7.39 120 64 0073 18.17 1143 6.357 37.72 0.036 0 45.11 1.6 File: C:\Users\jenglim\Johnson Corttrols\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REVI.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 27 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 0073 18.17 53.7 6 lx(coupling)=1.26 13.34 120 65.6 657-0 4.83 1196.7 6.357 1.26 0.0392 5.8 14.59 0.6 657-0 4.83 0 6 1 0 72 AV-1 Check 657-1 3.83 1196,7 0 0 1.1672 0.4 1 1.2 657-I 3.83 0 6 lx(coupling)=1.26 0.96 120 73.6 658-0 2.88 1196.7 6.357 1.26 0.0392 0.4 2.21 0.1 658-0 2.88 0 6 0.88 0 74.1 BR/-N 658-1 2 1196.7 0 0 0.6401 0.4 0.88 0.6 658-I 2 0 6 lx(coupling)=1.26 1 120 75 BOR 1 1196.7 6.357 1.26 0.0392 0.4 2.26 0.1 BOR 1 0 8 ix(us.90)=31.7 5 140 75.5 DI -4 1196.7 8.55 31.7 0.007 2.2 36.7 0.3 DI -4 0 8 3x(us.90)=77.16 505.66 150 77.9 Wi -4 1196.7 7.98 77.16 0.0086 0 582.82 5 Wi 82.9 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 28 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 Si 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0120 19 99.4 1.38 lx(us.90)=3 9 0.6643 0.6 11.67 7.8 0120 19 0.9 2.5 8 120 43.4 0122 19 100.2 2.635 0 0.0289 0 8 0.2 0122 19 99.7 2.5 2x(us.Tee-Br)=32.95 76.58 120 43.6 0147 18.17 199.9 2.635 32.95 0.1039 0.4 109.53 11.4 0147 18.17 0 4 9.75 120 55.4 0148 18.17 199.9 4.26 0 0.01 0 9.75 0.1 0148 18.17 200.4 4 9.88 120 55.5 0021 18.17 400.3 4.26 0 0.0362 0 9.88 0.4 0021 18.17 207.3 4 10 120 55.8 0022 18.17 607.6 4.26 0 0.0784 0 10 0.8 0022 18.17 -68.2 4 10 120 56.6 0023 18.17 539.3 4.26 0 0.0629 0 10 0.6 0023 18.17 -63.6 4 10 120 57.2 0024 18.17 475.7 4.26 0 0.0498 0 10 0.5 0024 18.17 -60.3 4 10 120 57.7 0025 18.17 415.4 4.26 0 0.0388 0 10 0.4 0025 18.17 -58.2 4 10 120 58.1 0026 18.17 357.2 4.26 0 0.0293 0 10 0.3 0026 18.17 -57.3 4 10 120 58.4 0027 18.17 299.9 4.26 0 0.0212 0 10 0.2 0027 18.17 -57.4 4 10 120 58.6 0028 18.17 242.5 4.26 0 0.0143 0 10 0.1 0028 18.17 -58.6 4 2x(us.90)=26.33 15.75 120 58.8 0032 18.17 183.9 4.26 26.33 0.0086 0 42.09 0.4 0032 18.17 -41.9 4 10 120 59.1 0033 18.17 141.9 4.26 0 0.0053 0 10 0.1 0033 18.17 -43.3 4 9.99 120 59.2 0034 18.17 98.6 4.26 0 0.0027 0 9.99 0.0 0034 18.17 -44.9 4 lx(us,Tee-Br)=26.33 10 120 59.2 0035 18.17 53.7 4.26 26.33 0.0009 0 36.33 1 0.0 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 29 Job BECKMAN INSTRUMENTS - ESFR UPGRADE 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/p5i1/2) (gpm) (in) (ft) (ft) (psi) (psi) 0035 18.17 0 2 lx(us.Tee-6r)=12.31 238.44 120 59.2 0071 18.17 53.7 2.157 2x(us.90)=12.31 24.61 0.0242 0 263.05 6.4 0071 18.17 0 6 lx(us.Tee-Br)=37.72 2.61 120 65.6 0073 18.17 53.7 6.357 37.72 0.0001 0 40.33 10 0073 65.6 Path No: 3 S6 20.5 16.8 99.4 1,25 lx(us.Tee-Br)=6 2.67 120 35 0171 19 99.4 1,38 lx(us.90)=3 9 0.665 0.6 11.67 7.8 0171 19 -1.2 2.5 4 120 43.4 0172 19 98.3 2.635 0 0.0279 0 4 0.1 0172 19 99.6 2.5 2x(us.Tee-Br)=32.95 130.58 120 43.6 0089 18.17 197.8 2.635 32.95 0.1019 0.4 163.53 16.7 0089 60.6 Path No: 4 S5 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0170 19 99.4 1.38 lx(us.90)=3 9 0.665 0.6 11.67 7.8 0170 19 1.2 2.5 8 120 43.4 0168 19 100.6 2.635 0 0.0291 0 8 0.2 0168 19 99.7 2.5 2x(us.Tee-Br)=32.95 76.58 120 43.7 0148 18.17 200.4 2.635 32.95 0.1043 0.4 109.53 11.4 0148 55.5 Path No: 5 S3 20.5 16.8 99.5 1.25 lx(us.Tee-Br)=6 2.67 120 35.1 0118 19 99.5 1.38 lx(us.90)=3 9 0.6659 0.6 11.67 7.8 0118 43.5 Path No: 6 S7 20.5 16.8 99.6 1.25 lx(us.Tee-Br)=6 2.67 120 35.1 0172 19 99.6 1.38 lx(us.90)=3 9 0.6666 0.6 11.67 7.8 0172 43.6 Path No: 7 513 20.5 16.8 99.7 1.25 lx(us.Tee-Br)=6 2.67 120 35.2 0122 19 99.7 1.38 lx(us.90)=3 9 0.6677 0.6 11.67 7.8 0122 43.6 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 30 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 S14 20.5 16.8 99.7 1.25 lx(us.Tee-Br)=6 2.67 120 35.2 0168 19 99.7 1.38 lx(us.90)=3 9 0.6684 0.6 11.67 7.8 0168 .43.7 Path No: 9 S10 20.5 16.8 100 1.25 lx(us.Tee-Br)=6 2.67 120 35.4 0357 19 100 1.38 lx(us.90)=3 9 0.6719 0.6 11.67 7.8 0357 19 -7 2.5 8 120 43.9 0356 19 93 2.635 0 0.0252 0 8 0.2 0356 19 100.2 2.5 2x(us.Tee-Br)=32.95 132.58 120 44.1 0088 18.17 193.3 2.635 32.95 0.0975 0.4 165.53 16.1 0088 60.6 Path No: 10 S9 20.5 16.8 100 1.25 lx(us.Tee-Br)=6 2.67 120 35.4 0002 19 100 1.38 lx(us.90)=3 9 0.6719 0.6 11.67 7.8 0002 19 7 2.5 8 120 43.9 0003 19 107 2.635 0 0.0326 0 8 0.3 0003 19 100,3 2.5 2x(us.Tee-Br)=32.95 68.58 120 44.2 0021 18.17 207.3 2.635 32.95 0.1111 0.4 101.53 11.3 0021, 55.8 Path No: 11 Sil 20.5 16.8 100.2 1.25 lx(us.Tee-Br)=6 2.67 120 35.6 0.356 19 100.2 1.38 lx(us.90)=3 9 0.6748 0.6 11.67 7.9 0356 44.1 Path No: 12 S15 20.5 16.8 100.3 1.25 lx(us.Tee-Br)=6 2.67 120 35.7 0003 19 100.3 1.38 lx(us.90)=3 9 0.6757 0.6 11.67 7.9 0003 44.2 Path No: 13 0119 19 0 2.5 6 120 43.4 0120 19 0.9 2.635 0 0 0 6 0 0120 43.4 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 31 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/ps1½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 0022 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 56.6 0087 18.17 68.2 2.635 65.9 0.0142 0 291.06 4.1 0087 60.7 Path No: 15 0023 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 57.2 0086 18.17 63.6 2.635 65.9 0.0125 0 291.06 3.6 0086 60.9 Path No: 16 0024 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 57.7 0085 18.17 60.3 2.635 65.9 0.0113 0 291.06 3.3 0085 61 Path No: 17 0025 18.17 0 2.5 4x(us.Tee-6r)=65.9 225.17 120 58.1 0084 18.17 58.2 2.635 65.9 0.0106 0 291.06 3.1 0084 61.2 Path No: 18 0026 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.4 0083 18.17 57.3 2.635 65.9 0.0103 0 291.06 3 0083 61.4 Path No: 19 0027 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.6 0082 18.17 57.4 2.635 65.9 0.0103 0 291.06 3 0082 61.6 Path No: 20 0028 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.8 0081 18.17 58.6 2.635 65.9 0.0107 0 291.06 3.1 0081 61.9 Path No: 21 0032 18,17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.1 0077 18.17 41.9 2.157 2x(us.90)=12.31 36.92 0.0153 0 275.36 4.2 0077 63.3 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 32 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/p5i½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 22 0033 18.17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.2 0075 18.17 43.3 2.157 2x(us.90)=12.31 36.92 0.0162 0 275.36 4.5 0075 63.6 Path No: 23 0034 18.17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.2 0074 18,17 44.9 2.157 2x(us.90)=12.31 36.92 0.0173 0 275.36 4.8 0074 64 Path No: 24 0171 19 0 2.5 6 120 43.4 0170 19 1.2 2.635 0 0 0 6 0 0170 43.4 Path No: 25 0357 19 0 2.5 8 120 43.9 0002 19 7 2.635 0 0.0002 0 8 0 0002 43.9 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 21.52 ft/s occurs in the following pipe(s): (0003-S15) '*'' 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:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REVI.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 33 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Device Graphs Pressure vs. Flow Function Design Area: 2; Supply Ref.: WI; Supply Name:WI 95. so '70- 40 10 CD ca CD Ca CD CD CD C3 CD CN Flow, gpm Pressure Loss Function Design Area: 2; Valve Ref.: 1454 (BFV-N, Size = 6); Inlet Node: 658-I; Outlet. Node: 658-0 2-4 64 1.064 0.6 psi 1196.7 gpm 0.064 00 rn - CN - Flow, gprn File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 34 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1455 (AV-1 Check, Size= 6); Inlet Node: 657-I; Outlet Node: 657-0 3_p. 14. 2-,D- 2-4' 1.9. r 1.2psi1196.7gpm 0.9 0.4 9 CN 9 9 Fiowgpm File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 35 HYDRAULIC CALCULATIONS for Job Information Project Name: BECKMAN INSTRUMENTS - ESFR UPGRADE Contract No. : 616604301 City: CARLSBAD, CA 92010 Project Location: 2470 FARADAY AVE Date: 1/8/2020 Contractor Information Name of Contractor: Johnson Controls Address: 3568 Ruffin Rd south City: San Diego, CA 92123 Phone Number: 858-633-9100 E-mail: marcus.english@jci.com Name of Designer: M. English Authority Having Jurisdiction: Carlsbad Fire Dept. Design Remote Area Name 3 Remote Area Location Occupancy Classification STORAGE Density (gpm/ft') 1 Area of Application (ft2) 1192.68 Coverage per Sprinkler (ft') 99.39 Number of Calculated Sprinklers 12 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 1446.2 Required Pressure at Source (psi) 82.8 Type of System Wet Volume - Entire System (gal) 2497.8 gal Water Supply Information 12/17/2019 Date Location Source Notes Grid Peak - proof calc File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 36 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Node Labels: Off Pipe Labels: Off Diagram for Design Area: 3 (Ootimized Hydraulic SimDIified File: C:Users\jengIim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 37 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Analysis for: 3 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply I: Wi Supply Analysis Demand Hazen-Williams Water © 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (gpm) Pressure (psi) 0 95 5165 63 Static Pressure Residual Flow I I Available I I Total Demand Required Pressure Node at Source (psi) Pressure I (gpm) I Pressure I (gpm) I (psi) (psi) (psi) I Wi 95 63 5165 92.9 1446.2 82.8 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) 1196.2 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 1196.2 Other Required Margin of Safety (psi) 0 BOR - Pressure (psi) 75.4 BOR - Flow (gpm) 1196.2 Demand w/o System Pump(s) N/A File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 38 a CD C- () Pressure, psi 0 NJ 0 NJ 0 I I I CD S Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Analysis for: 3 Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 - Static 0 95 S2 Supply point #2 - Residual 5165 63 Dl Elevation Pressure 0 10.6 D2 System Demand 1196.2 182.8 D3 System Demand + Add.Out.Hose 1446.2 182.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin I Pressure (psi) I Flow (gpm) I I Pressure (psi) @ Flow (gpm) I Supply 92.6 1280.7 9.1 ) 1446.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) S8 Overhead 99.39 16.8 1 99.4 35 1.001 99.4 35 Sprinkler S1O Overhead 99.39 16.8 1 99.4 35 1.007 100.1 35.5 Sprinkler Sil Overhead 99.39 16.8 1 99.4 35 1.005 99.9 35.3 Sprinkler S12 Overhead 99.39 16.8 1 99.4 35 1.005 99.9 35.3 Sprinkler S16 Overhead 99.39 16.8 1 99.4 35 1.003 99.7 35.2 Sprinkler S17 Overhead 99.39 16.8 1 99.4 35 1.004 99.7 35.3 Sprinkler S18 Overhead 99.39 16.8 1 99.4 35 1.008 100.2 35.5 Sprinkler S2 Overhead 99.39 16.8 1 99.4 35 1.001 99.5 35.1 Sprinkler S3 Overhead 99.39 16.8 1 99.4 35 1 99.4 35 Sprinkler S4 Overhead 99.39 16.8 1 99.4 35 1 99.4 35 Sprinkler S6 Overhead 99.39 16.8 1 99.4 35 1.002 99.6 35.1 Sprinkler S7 Overhead 99.39 16.8 1 99.4 35 1.001 99.4 35 Sprinkler File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 40 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi /2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm S3 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0 1 -10.6 99.4 S4 Overhead Sprinkler 16.8 99,4 99.39 35 35 20.5 HEAD Open 0 1 -10.6 99.4 S7 Overhead Sprinkler 16.8 99,4 99.39 35 35 20.5 HEAD Open 0.1 1.001 -10.6 99.4 S8 Overhead Sprinkler 16.8 99.4 99.39 35 35 20.5 HEAD Open 0.1 1.001 -10.6 99.4 S2 Overhead Sprinkler 16.8 99.5 99.39 35.1 35 20.5 HEAD Open 0.1 1.001 -10.6 99.4 S6 Overhead Sprinkler 16.8 99.6 99.39 35.1 35 20.5 HEAD Open 0.2. 1.002 -10.6 99.4 S16 Overhead Sprinkler 16.8 99.7 99.39 35.2 35 20.5 HEAD Open 0.3 1.003 -10.6 99.4 S17 Overhead Sprinkler 16.8 99.7 99.39 35.3 35 20.5 HEAD Open 0.4 1.004 -10.6 99.4 Sli Overhead Sprinkler 16.8 99.9 99.39 35.3 35 20.5 HEAD Open 0.5 1.005 -10.6 99.4 S12 Overhead Sprinkler 16.8 99.9 99.39 35.3 35 20.5 HEAD Open 0.5 1.005 -10.6 99.4 S10 Overhead Sprinkler 16.8 100.1 99.39 35.5 35 20.5 HEAD Open 0.7 1.007 -10.6 99.4 S18 Overhead Sprinkler 16.8 100.2 99.39 35.5 35 20.5 HEAD Open 0.8 1.008 -10.6 99.4 0118 Node 43.4 19 NODE . -10 0117 Node 43.4 19 NODE -10 0172 Node 43.4 19 NODE -10 0173 Node 43.4 19 NODE -10 0119 Node 43.5 19 NODE -10 0171 Node 43.5 19 NODE -10 0115 Node 4.3.7 19 NODE -10 0175 Node 43.7 19 NODE -10 0356 Node 43.8 19 NODE -10 0355 Node 43.8 19 NODE -10 0357 Node 44 19 NODE -10 0353 Node 44.1 19 NODE -10 0147 Node 55.8 18.17 NODE 1 -9.6 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 41 Job BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge m/ Sil/2 ci p gpm ft2 psi psi ft gpm gpm/ft2 psi gpni 0148 Node 55.9 18.17 NODE -9.6 0021 Node 56.2 18.17 NODE -9.6 0022 Node 56.9 18.17 NODE -9.6 0023 Node 57.5 18.17 NODE -9.6 0024 Node 58 18.17 NODE -9.6 0025 Node 58.3 18.17 NODE -9.6 0026 Node 58.6 18.17 NODE -9.6 0027 Node 58.8 18.17 NODE -9.6 0028 Node 58.9 18.17 NODE -9.6 0032 Node 59.3 18.17 NODE -9.6 0033 Node 59.3 18.17 NODE -9.6 0034 Node 59.4 18.17 NODE -9.6 0035 Node 59.4 18.17 NODE -9.6 0090 Node 60.4 18.17 NODE -9.6 0089 Node 60.4 18.17 NODE -9.6 0088 Node 60.5 18.17 NODE -9.6 0087 Node 60.6 18.17 NODE -9.6 0086 Node 60.7 18.17 NODE -9.6 0085 Node 60.9 18.17 NODE -9.6 0084 Node 61.1 18.17 NODE -9.6 0083 Node 61.3 18.17 NODE -9.6 0082 Node 61.5 18.17 NODE -9.6 0081 Node 61.8 18.17 NODE -9.6 0077 Node 63.3 18.17 NODE -9.6 0075 Node 63.6 18.17 NODE -9.6 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 42 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psl1/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 0074 Node 63.9 18.17 NODE -9.6 0071 Node 65.5 18.17 NODE -9.6 0073 Node 65.5 18.17 NODE -9.6 657-0 Node 71.9 4.83 NODE -3.8 657-I Node 73.5 3.83 NODE -3.4 658-0 Node 74 2.88 NODE -3 658-I Node 74.9 2 NODE -2.6 BOR Node 75.4 1 NODE -2.2 DI Node 77.9 -4 NODE 0 Wi Supply 82.8 -4 SUPPLY . -1196.2 0 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 43 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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 I frict (Pf) (ft) (gpm/ps11/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I S3 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0118 19 99.4 138 lx(us.90)=3 9 0.6643 0.6 11.67 7.8 0118 19 -6.9 2.5 4 120 43.4 0119 19 92.5 2.635 0 0.0249 0 4 0.1 0119 19 99.5 2.5 2x(us.Tee-Br)=32.95 90.58 120 43.5 0147 18.17 192 2.635 32.95 0.0964 0.4 123.53 11.9 0147 18.17 0 4 9.75 120 55.8 0148 18,17 192 4.26 0 0.0093 0 9.75 0.1 0148 1817 192.4 4 9.88 120 55.9 0021 18.17 384,5 4.26 0 0.0336 0 9.88 0.3 0021 18.17 196.3 4 10 120 56.2 0022 18.17 580.8 4.26 0 0.0722 0 10 0.7 0022 18.17 -64.3 4 10 120 56.9 0023 18.17 516.6 4.26 0 0.0581 0 10 0.6 0023 18.17 -60 4 10 120 57.5 0024 18.17 456.6 4.26 0 0.0462 0 10 0.5 0024 18.17 -56.9 4 10 120 58 0025 18.17 399.6 4.26 0 0.0361 0 10 0.4 0025 18.17 -55.1 4 10 120 58.3 0026 18.17 344.6 4.26 0 0.0274 0 10 0.3 0026 18.17 -54.4 4 10 120 58.6 0027 18.17 290.2 4.26 0 0.02 0 10 0.2 0027 18.17 -54.7 4 10 120 58.8 0028 18.17 235.5 4.26 0 0.0136 0 10 0.1 0028 18.17 -56.1 4 2x(us.90)=26.33 15.75 120 58.9 0032 18.17 179.5 4.26 26.33 0.0082 0 42.09 0.3 0032 18.17 -40.7 4 10 120 59.3 0033 18,17 138.7 4.26 0 0.0051 0 10 0.1 0033 18.17 -42.2 4 9.99 120 59.3 0034 18.17 96.5 4.26 0 0.0026 0 9.99 0.0 0034 18.17 -43.8 4 lx(us.Tee-Br)=26.33 10 120 59.4 0035 18.17 52.8 4.26 26.33 0.0008 0 36.33 0.0 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 44 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 0035 18.17 0 2 lx(us.Tee-Br)=12.31 238.44 120 59.4 0071 18.17 52.8 2.157 2x(us.90)=12.31 24.61 0.0234 0 263.05 6.1 0071 18.17 0 6 ix(us.Tee-Br)=37.72 2.61 120 65.5 0073 18.17 52.8 6.357 37.72 0.0001 0 40.33 0 0073 18.17 1143.5 6 lx(coupling)=1.26 13.34 120 65.5 657-0 4.83 1196.2 6.357 1.26 0.0392 5.8 14.59 0.6 657-0 4.83 0 6 1 0 71.9 AV-1 Check 657-1 3.83 1196.2 0 0 1.1662 0.4 1 1.2 657-I 3.83 0 6 lx(coupling)=1.26 0.96 120 73.5 658-0 2.88 1196.2 6.357 1.26 0.0392 0.4 2.21 0.1 658-0 2.88 0 6 0.88 0 74 BFV-N 658-1 2 1196.2 0 0 0.6396 0.4 0.88 0.6 658-I 2 0 6 lx(coupling)=1.26 1 120 74.9 BOR 1 1196.2 6.357 1.26 0.0392 0.4 2.26 0.1 BOR 1 0 8 lx(us.90)=31.7 5 140 75.4 DI -4 1196.2 8,55 31.7 0.0069 2.2 36.7 0.3 DI -4 0 8 3x(us.90)=77.16 505.66 150 77.9 Wi -4 1196.2 7.98 77.16 0.0086 0 582.82 5 Wi 82.8 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REVI .dwg Date 1/30/2020 Copyright @ 2002-2012 Tyco Fire Protection Products Page 45 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/p5i1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 S4 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0117 19 99.4 1.38 lx(us.90)=3 9 0.6643 0.6 11.67 7.8 0117 19 6.9 2.5 8 120 43.4 0115 19 106.2 2.635 0 0.0322 0 8 0.3 0115 19 99.7 2.5 2x(us.Tee-Br)=32.95 116.58 120 43.7 0090 18.17 205.9 2.635 32.95 0.1097 0.4 149.53 16.4 0090 18.17 0 6 9.75 120 60.4 0089 18.17 205.9 6.357 0 0.0015 0 9.75 0.0 0089 18.17 205.8 6 9.88 120 60.4 0088 18.17 411.7 6.357 0 0.0054 0 9.88 0.1 0088 18.17 203,7 6 10 120 60.5 0087 18.17 615.4 6.357 0 0.0114 0 10 0.1 0087 18.17 64.3 6 10 120 60.6 0086 18.17 679.7 6.357 0 0.0137 0 10 0.1 0086 18.17 60 6 10 120 60.7 0085 18.17 739.6 6.357 0 0.0161 0 10 0.2 0085 18.17 56.9 6 10 120 60.9 0084 18.17 796.6 6.357 0 0.0184 0 10 0.2 0084 18.17 55.1 6 10 120 61.1 0083 18.17 851.6 6.357 0 0.0209 0 10 0.2 0083 18.17 54.4 6 10 120 61.3 0082 18,17 906 6.357 0 0.0234 0 10 0.2 0082 18.17 54.7 6 10 120 61.5 0081 18.17 960.7 6.357 0 0.0261 0 10 0.3 0081 18.17 56.1 6 2x(us.90)=35.21 15.18 120 61.8 0077 18.17 1016,8 6.357 35.21 0.029 0 50.39 1.5 0077 18.17 40.7 6 10 120 63.3 0075 18.17 1057.5 6.357 0 0.0312 0 10 0.3 0075 18.17 42.2 6 9.99 120 63.6 0074 18.17 1099.7 6.357 0 0.0335 0 9.99 0.3 0074 18.17 43.8 6 lx(us.Tee-Br)=37.72 7.39 120 63.9 0073 18.17 1143.5 6.357 37.72 0.036 0 45.11 1.6 0073 65.5 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 46 .1 4 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 S7 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0172 19 99.4 1.38 lx(us.90)=3 9 0.6649 0.6 11.67 7.8 0172 19 -6.6 2.5 4 120 43.4 0171 19 92.9 2.635 0 0.0251 0 4 0.1 0171 19 99.6 2.5 2x(us.Tee-Br)=32.95 90.58 120 43.5 0148 18.17 192.4 2.635 32.95 0.0968 0.4 123.53 12 0148 55.9 Path No: 4 S8 20.5 16.8 99.4 1.25 lx(us.Tee-Br)=6 2.67 120 35 0173 19 99.4 1.38 lx(us.90)=3 9 0.665 0.6 11.67 7.8 0173 19 6.6 2.5 8 120 43.4 0175 19 106 2.635 0 0.0321 0 8 0.3 0175 19 99.7 2.5 2x(us.Tee-Br)=32.95 116.58 120 43.7 0089 18.17 205.8 2.635 32.95 0.1095 0.4 149.53 16.4 0089 60.4 Path No: 5 S2 20.5 16.8 99.5 1.25 lx(us.Tee-Br)=6 2.67 120 35.1 0119 19 99.5 1.38 lx(us.90)=3 9 0.6658 0.6 11.67 7.8 0119 43.5 Path No: 6 S6 20.5 16.8 99.6 1.25 lx(us.Tee-Br)=6 2.67 120 35.1 0171 19 99.6 1.38 lx(us.90)=3 9 0.6664 0.6 11.67 7.8 0171 43.5 Path No: 7 S16 20.5 16,8 99.7 1.25 lx(us.Tee-Br)=6 2.67 120 35.2 0115 19 99.7 1.38 lx(us.90)=3 9 0.6681 0.6 11.67 7.8 0115 43.7 Path No: 8 S17 20.5 16.8 99.7 1.25 lx(us.Tee-Br)=6 2.67 120 35.3 0175 19 99.7 1.38 lx(us.90)=3 9 0.6687 0.6 11.67 7.8 0175 43.7 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 47 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE 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/psi½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 Sil 20.5 16.8 99.9 1.25 lx(us.Tee-Br)=6 2.67 120 35.3 0356 19 99.9 1,38 lx(us.90)=3 9 0.6703 0.6 11.67 7.8 0356 19 -3.7 2.5 8 120 43.8 0357 19 96.2 2.635 0 0.0268 0 8 0.2 0357 19 100.1 2.5 2x(us.Tee-Br)=32.95 84.58 120 44 0021 18.17 196.3 2.635 32.95 0.1005 0.4 117.53 11.8 0021 562 Path No: 10 S12 20.5 16.8 99.9 1.25 lx(us.Tee-Br)=6 2.67 120 35.3 0355 19 99.9 1,38 lx(us.90)=3 9 0.6703 0.6 11.67 7.8 0355 19 3.7 2.5 8 120 43.8 0353 19 103.5 2.635 0 0.0307 0 81 0.2 0353 19 100.2 2.5 2x(us.Tee-Br)=32.95 116.58 120 44.1 0088 18.17 203.7 2.635 32.95 0.1075 0.4 149.53 16.1 0088 60.5 Path No: 11 S10 20.5 16.8 100.1 1.25 lx(us.Tee-Br)=6 2.67 120 35.5 0357 19 100.1 1.38 lx(us.90)=3 9 0.6734 0.6 11.67 7.9 0357 44 Path No: 12 S18 20.5 16.8 100.2 1.25 lx(us.Tee-Br)=6 2.67 120 35.5 0353 19 100.2 1.38 lx(us.90)=3 9 0.6739 0.6 11.67 7.9 0353 44.1 Path No: 13 0118 19 0 2.5 6 120 43.4 0117 19 6.9 2.635 0 0.0002 0 6 0 0117 43.4 Path No: 14 0022 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 56.9 0087 18.17 64.3 2.635 65.9 0.0127 0 291.06 3.7 0087 60.6 File: C:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprirtkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright ©2002-2012 Tyco Fire Protection Products Page 48 r • Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psil/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 15 0023 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 57.5 0086 18.17 60 2.635 65.9 0.0112 0 291.06 3.3 0086 60.7 Path No: 16 0024 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 1201 58 0085 18.17 56.9 2.635 65.9 0.0101 0 291.06 3 0085 60.9 Path No: 17 0025 18.17 ol 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.3 0084 18.17 55.1 2.635 65.9 0.0095 0 291.06 2.8 0084 61.1 Path No: 18 0026 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.6 0083 18.17 54.4 2.635 65.9 0.0093 0 291.06 2.7 0083 61.3 Path No: 19 0027 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.8 0082 18.17 54.7 2.635 65.9 0.0094 0 291.06 2.7 0082 61.5 Path No: 20 0028 18.17 0 2.5 4x(us.Tee-Br)=65.9 225.17 120 58.9 0081 18.17 56.1 2.635 65.9 0.0099 0 291.06 2.9 0081 61.8 Path No: 21 0032 18,17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.3 0077 18.17 40.7 2.157 2x(us.90)=12.31 36.92 0.0145 0 275.36 4 0077 63.3 Path No: 22 0033 18.17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.3 0075 18.17 42.2 2.157 2x(us.90)=12.31 36.92 0.0154 0 275.36 4.2 0075 63.6 File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301\Sprinkler\Beckman Instruments ESFR upgrade REVI.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 49 Job BECKMAN INSTRUMENTS - ESFR UPGRADE 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/ps1½) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 23 0034 18.17 0 2 2x(us.Tee-Br)=24.61 238.44 120 59.4 0074 18.17 43.8 2.157 2x(us.90)=12.31 36.92 0.0165 0 275.36 4.6 0074 63.9 Path No: 24 0172 19 0 2.5 6 120 43.4 0173 19 6.6 2.635 0 0.0002 0 6 0 0173 43.4 Path No: 25 0356 19 0 2.5 8 120 43.8 0355 19 3.7 2.635 0 0.0001 0 8 0 0355 43.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 21.49 ft/s occurs in the following pipe(s): (0353-S18) "" 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:\Users\jenglim\Johnson Control s\P roject Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1 .dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 50 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Device Graphs Pressure vs. Flow Function Design Area: 3; Supply Ref.: WI; Supply Name:WI 105 go: — 75 -10 AM 60. 40 35 10 0 #--T- L- 11.111-1. 1 . I .1 1 -r Flow, gprn Pressure Loss Function Design Area: 3; Valve Ref.: 1454 (BFV-N, Size = 5); Inlet Node: 658-I; Outlet Node: 658.0 104 2J54 1054- 1 -5 64 CL L054 0.6 psi 0 1196.2 gpm 0554 - - - I CN C14 C5 00 M 00 Ftowgpm File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckman Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 51 Job: BECKMAN INSTRUMENTS - ESFR UPGRADE Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1455 (AV-1 Check, Size— 6); Inlet Node: 657-I; Outlet Node: 657-0 I- 1.2 psi 116.2 gpm 2 2 CD 2 - - - ('4 Flow, g pm File: C:\Users\jenglim\Johnson Controls\Project Sprinkler - Beckman Instruments 616604301 \Sprinkler\Beckmari Instruments ESFR upgrade REV1.dwg Date 1/30/2020 Copyright © 2002-2012 Tyco Fire Protection Products Page 52 No. 211 0 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Beckman Coulter SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2470 Faraday Avenue CITY: Carlsbad PHONE: ( 760 ) 438-9151 FAX NUMBER: (760) Largest Building (ft.2): 45,000 sf Sprinkled? yes Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): NW of Faraday Ave at Orion St TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 95 PSI Hydrant Number (if applicable):H283 Elevation of test: 331 Feet Main Size: 12 INCH Pressure Zone: 550 Feet Date/Time of Test: Pitot Tube Reading:_______________ PS? corresponding Flow: GPM Total Flow: 5,165 GPM Residual Pressure 63 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this exceeds the City's velocity criteria of 10 fps. Therefore, the maximum available fire flow that satisfies both the pressure and velocity criteria is 5,165 gpm. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name:Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable):___________________________ Signature:__________________________________________ / LV Title/Org:9Lo ct Manager Date: 12/17/2019 ' r N r 0—. S mm (n.h Ci, CC 00 a. it a- SPRINKLER FIRE SPRINKLER SEISMIC BRACE CALCULATIONS BECKMAN INSTRUMENTS, INC. 2470 FARADAY AVE. CARLSBAD, CA 92010 DATE: 2/25/2020 JCI Project No.: 480-616604301 JOHNSON CONTROLS 3568 RUFFIN ROAD SOUTH SAN DIEGO, CA 92123 T: (858) 633-9100 1/7/2020 ATC Hazards by Location LTC Hazards by Location Search Information 7 - 325 ft Address: 2470 Faraday Ave, Carlsbad, CA 92010, USA Coordinates: 33.13765050000001, -117.26893870000004 Marcos Lake San Elevation: 325 ft R&NCH Marcos Timestamp: 2020-01-07T20:26:53.420Z Hazard Type: Seismic I Reference ASCE7-10 [Gogte Mar) ReportaerOf; Document: - - Risk Category: II Site Class: D Basic Parameters Name Value Description SS 1.054 MCER ground motion (period=0.2s) S1 0.408 MCER ground motion (period=1 Os) 5MS 1.137 Site-modified spectral acceleration value 5M1 0.65 Site-modified spectral acceleration value SOS 0.758 Numeric seismic design value at 0.2s SA 5D1 0.433 Numeric seismic design value at 1.0s SA -Additional Information Name Value Description SDC D Seismic design category Fa 1.078 Site amplification factor at 0.2s Fv 1.592 Site amplification factor at 1.0s CR5 0.983 Coefficient of risk (0.2s) CR1 1.035 Coefficient of risk (11.0s) PGA 0.404 MCEG peak ground acceleration FPGA 1.096 Site amplification factor at PGA PGAM 0.443 Site modified peak ground acceleration TL 8 Long-period transition period (s) https://hazards.atcouncii.org/#/seismic?lat=33.13765050000001 &lng=-117.26893870000004&address=2470%2OFaraday%2oAve%2c%20car1sbad%... 1/2 1/712020 ATC Hazards by Location SsRT 1.054 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.073 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.408 Probabilistic risk-targeted ground motion (lOs) Si UH 0.394 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SI D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.5 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=33.13765050000001 &Ing=-117.26893870000004&addres52470%2OFaraday%2OAve%2C%2OCarIsbad%... 2/2 TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South FMT*N San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job # 616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 1130 lbs (513 kg) 1130 lbs (513 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 Fig.828 Along Beam 970 lbs (440 kg) N/A Angle of Brace 450 Mm. "Calculation Based on CONCENTRIC Loading *please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1310 lbs (94 kg) TOLCO Other Requirements - FM Approved Loads Fig 828 Fastener Information TOLCO E - J Fig 980 Orientation to Connecting Surface NFPA Type B Fastener 0 Type Fig.828 Along Beam Diameter N/A Length N/A TOLCO Maximum Load 970 lbs (440 kg) Fig 1001 Brace Identification on Plans 2-1/2 Lateral - Steel Prying Factor N/A Brace Type Lateral [X] Longitudinal [] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5" (65 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 5.89 lb/ft (8.77 kg/m) 236 lbs (107 kg) 1.25" (32 mm) Sch. 40 20 ft (6.1 m) 20 ft (6.1 m) 2.93 lb/ft (4.36 kg/m) 59 lbs (27 kg) Subtotal Weight 295 lbs (134 kg) Wp (incl. 15%) 339 lbs (154 kg) Main Size 2.5" Type/Sch. Sch. 10 Spacing (ft) 40 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 179 lbs (81 kg) 301 lb (136 kg) I (JLrace'" Version 8 } Use of TOLBrace is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 F' N Pwwj &eWc44wk! 2-1/2 Lateral - Steel NFPA Type B 2.5 Sch.10 Steel Pipe 40 0" (12.19 m) Lateral 1 Sch.40 70(2.13 m) 200 450 Fig.828 Along Beam N/A Summary of Pipe within Zone of Influence 2.5 Sch.10 Steel Pipe (63.5 mm) 40 ft (12.2 m) 1.25 Sch.40 Steel Pipe (31.75 mm) 20 ft (6.1 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 178 lbs (81 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 970 lbs (440 kg) Fig. 1001 Clamp 1130 lbs (513 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member STEEL I-BEAM Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Protection Project Address: Beckman Instruments Address: 3568 Ruffin Rd South FAXON San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job #616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length TO" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 1130 lbs (513 kg) 1130 lbs (513 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 450 Mm. Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/RValue 200 Max Horizontal Load 1310 lbs (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE Other Requirements - FM Approved Loads ATTACHMENT 0 STEEL PIPE / Fastener. Information Orientation to Connecting Surface NFPA Type H Fastener Type Through-Bolt Diameter 1/2in. -_--_-+ Length 3-1/2in. TOLCO FIG. 1001 FAST CLAMP Maximum Load 530 lbs (240 kg) Brace Identification on Plans 2-1/2 Lateral - Wood Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5' (65 mm) Sch. 10 40 ft (12.2 rn) 40 ft (12.2 m) 5.89 lb/ft (8.77 kg/m) 236 lbs (107 kg) 1.25' (32 mm) Sch. 40 20 ft (6.1 rn) 20 ft (6.1 m) 2.93 lb/ft (4.36 kg/m) 59 lbs (27 kg) Subtotal Weight 295 lbs (134 kg) Wp (incl. 15%) 339 lbs (154 kg) Main Size 2.5" Type/Sch. Sch. 10 Spacing (ft) 40 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 179 lbs (81 kg) 301 lb (136 kg) I UL.orace - version al use OT I OLrace 11 is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 FAXON ?bw#n3 6ORnm WorI1wide 2-1/2 Lateral - Wood NFPA Type H 2.5 Sch.10 Steel Pipe 40 0" (12.19 m) Lateral 1' Sch.40 70(2.13 m) 200 450 1/21n. X 3-1/21n. Through-Bolt 3-1/2 in. Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 40 ft (12.2 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 20 ft (6.1 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 178 lbs (81 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 530 lbs (240 kg) Fig. 1001 Clamp 1130 lbs (513 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member 4x16 Wood Beam Calculations prepared by 'Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South EIIIIT.N San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job # 616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4L Clamp 1180 lbs (535 kg) 1180 lbs (535 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 Fig.828 Across Beam 2220 lbs (1007 kg) N/A Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42' (11 mm) Seismic Brace Assembly Detail L/RValue 200 Max Horizontal Load 1310 lbs (9 kg) TOLCO Fig 828 TOLCO Fig 980 Other Requirements - FM Approved Loads Fastener Information Orientation to Connecting Surface NFPA Type B Fastener Type Fig.828 Across Beam Diameter N/A TOLCO Fig 4L Length N/A Maximum Load 2220 lbs (007 kg) ------- -------------V Brace Identification on Plans 2-1/2 Long - Steel Prying Factor N/A Brace Type Lateral [1 Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length 15.89 Total Weight 2.5' (65 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) lb/ft (8.77 kg/m) 471 lbs (214 kg) Subtotal Weight 471 lbs (214 kg) Wp (incl. 15%) 542 lbs (246 kg) Main Size Type/Sch. Spacing (ft) Sch. 10 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 285 lbs (129 kg) N/A 4IULrace " version is i Use of T01-Brace'" is subject.to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 F.N Pow,*g 9swsWssduade 2-1/2 Long - Steel NFPA Type B 2.5 Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 7 0 (2.13 m) 200 450 Fig.828 Across Beam N/A Summary of Pipe within Zone of Influence 2.5 Sch.10 Steel Pipe (63.5 mm) 80 ft (24.4 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 285 lbs (129 kg) Material Capacity 1310 lbs (594 kg). Fastener Capacity 2220 lbs (1007 kg) Fig. 4L Clamp 1180 lbs (535 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Steel [-Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with T0LBrace" 8 Visit us as www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South FMTl*N San Diego, CA 92123 2470 Faraday Ave e,Pj8s&ssWc,rtdwide Phone,: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job # 616604301 calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Brace Length TO" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 Fig.828 Along Beam 970 lbs (440 kg) N/A Angle of Brace 450 Mm. Calculation Based on CONCENTRIC Loading - *Please Note: These calculations are for TOLCOTU components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail LIR Value 200 - ------ Max Horizontal Load 1310 lbs (594 kg) TOLCO Other Requirements - FM ADproved Loads , Fig 828 Fastener Information TOLCO -- Fig 980 Orientation to Connecting Surface NFPA Type B Fastener 0 Type Fig.828 Along Beam PT Diameter ' N/A Length N/A TOLCO Maximum Load 970 lbs (440 kg) Fig 1001 Brace Identification on Plans 4 Lateral - Steel Prying Factor N/A Brace Type Lateral [X] Longitudinal [] 4-Way [] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length 140 Total Weight 4" (100 mm) Sch. 10 40 ft (12.2 m) ft (12.2 m) 11.78 lb/ft (17.53 kg/m) 471 lbs (214 kg) Subtotal Weight 471 lbs (214 kg) Wp (incl. 15%) 542 lbs (246 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 40 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 285 lbs (129 kg) 769 lb (348 kg) ii ui..race version 0) use ot I ULurace 11 is suDject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 FT.N 4 Lateral - Steel NFPA Type B 4 Sch.10 Steel Pipe 40 0" (12.19 m) Lateral 1 Sch.40 7 0' (2.13 m) 200 450 Fig.828 Along Beam N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 140 ft (12.2 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 285 lbs (129 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 970 lbs (440 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Steel I-Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South FM,,T*N San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job # 616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25" Sch.40 Fig. 1001 Clamp 1200 lbs (544 kg) 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 450 Mm. Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 Seismic Brace Assembly Detail L/RValue 200 Max Horizontal Load 1774s (805 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE Other Requirements - FM Approved Loads ATTACHMENT 0111 Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type F Fastener 0 Type Through-Bolt Diameter 1/21n. Length 3-1 /2 in. TOLCO FIG. 1001 / Maximum Load 560 lbs (254 kg) FAST CLAMP Brace Identification on Plans 4 Lateral - Wood Prying Factor N/A Brace Type Lateral [X} Longitudinal [] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = _.5262 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 rn) 11.78 lb/ft (17.53 kg/m) 471 lbs (214 kg) Subtotal Weight 471 lbs (214 kg) Wp (incl. 15%) 542 lbs (246 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 40 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 285 lbs (129 kg) 769 lb (348 kg) 41 (JLurace'" Version ) Use of TOLBrace is subject to terms and conditions per the end user license agreement T01-Brace'" Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 F. N imj 84A=9 w9d"do 4 Lateral - Wood NFPA Type E 4 Sch.10 Steel Pipe 40 0 (12.19 m) Lateral 1.25 Sch.40 9 0 (2.74 m) 200 450 1/2in. X 3-1/2in. Through-Bolt 3-1/2 in. Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 140 ft (12.2 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 285 lbs (129 kg) Material Capacity 1774 lbs (805 kg) Fastener Capacity 560 lbs (254 kg) Fig. 1001 Clamp 1200 lbs (544 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member 4x16 Wood Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with T0LBrace"' 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South 1,T*N FM San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job #616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sçh.40 Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 Fig.828 Across Beam 2220 lbs (1007 kg) N/A Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/RValue 200 Max Horizontal Load 1310 lbs (594 kg) TOLCO Fig 828 Other Requirements - FM Approved Loads TOLCO Fig 980 Fastener Information 0 Orientation to Connecting Surface NFPA Type B Fastener Type Fi9.828 Across Beam Diameter N/A .- TOLCO Fig 4L Length N/A Maximum Load 2220 lbs fl00Zjg)__. ------- _, Brace Identification on Plans 4 Long - Steel Prying Factor N/A Brace Type Lateral [ Longitudinal [X] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length 1 80 Total Weight 4" (100 mm) Sch. 10 80 ft (24.4 m) ft (24.4 m) 11.78 lb/ft (17.53 kg/m) 942 lbs (427 kg) Subtotal Weight 942 lbs (427 kg) Wp (incl. 15%) 1083 lbs (491 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 80 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 570 lbs (259 kg) N/A {ToLbrace Im Version 8} Use of TOLBrace is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 F[. N Pvwmtg 4 Long - Steel NFPA Type B 4 Sch.10 Steel Pipe 80 0 (24.38 m) Longitudinal 1 Sch.40 7 0 (2.13 m) 200 450 Fig.828 Across Beam N/A Summary of Pipe within Zone of Influence 4 Sch.10 Steel Pipe (101.6 mm) 180 ft (24.4 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 570 lbs (259 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2220 lbs (1007 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Steel I-Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Protec Project Address: Beckman Instruments Address: 3568 Ruffin Rd South E 'E0N San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job # 616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4L Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (ii mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 980— , Max Horizontal Load 1310 lbs (594 kg) UNIVERSAL SWAY BRACE 0 ATTACHMENT Other Reauirements - FM Approved Loads STEEL PIPE/, Fastener Information Orientation to Connecting Surface NFPA Type H Fastener Type Through-Bolt TOLCO FIG. 4L PIPE CLAMP FOR'\ / Diameter 5/8in. (16 mm) SWAY BRACING . Length 3-1/2in. (90 mm) Maximum Load 650 lbs (295 kg) ------- - Brace Identification on Plans 4 Long - Wood Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4(100mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) 11.78 lb/ft (17.53 kg/m) 942 lbs (427 kg) Subtotal Weight 942 lbs (427 kg) Wp (incl. 15%) 1083 lbs (491 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 1 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 570 lbs (259 kg) N/A tloLbrace 11 Version S} Use of TOLBrace° is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 VT N 4 Long - Wood NFPA Type H 4 Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1" Sch.40 70(2.13 rn) 200 450 5/8 x 3-1/2 (16 x 90 mm) Through-Bolt 3-1/2in. (90 mm) Summary of Pipe within Zone of Influence 4 Sch.I0 Steel Pipe (101.6 mm) T7724.4 (24.4 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 570 lbs (259 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity . 650 lbs (295 kg) Fig. 4L Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Steel I-Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace** software calculates the brace assembly only, not the structure it is attached to. Calculated with T0LBrace" 8 Visit us at sv'w.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South '[' San Diego, CA 92123 FIII,, N 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job # 616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 Fig.828 Along Beam 970 lbs (440 kg) N/A Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42 (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) TOLCO Other Requirements - FM Approved Loads Fig 828 ,- Fastener Information TOLCO --- Fig 980 Orientation to Connecting Surface NFPA Type E Fastener 0 Type Fig.828 Along Beam Diameter N/A Length / N/A TOLCO Maximum Load 970 lbs (440 kg) Fig 1001 Brace Identification on Plans 6 Lateral - Steel Prying Factor N/A Brace Type Lateral [X] Longitudinal [] 4-Way Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6 (150 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 23.03 lb/ft (34.27 kg/m) 921 lbs (418 kg) Subtotal Weight 921 lbs (418 kg) Wp (incl. 15%) 1059 lbs (480 kg) Main Size Type/Sch. Spacing (ft) 6" Sch. 10 40 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 557 lbs (253 kg) 1900 lb (861 kg) U ULrace Version 8l Use of TOLBrace' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 E• N Poiw'kg eWtrk1We 6 Lateral - Steel NFPA Type E 6 Sch.10 Steel Pipe 40 0" (12.19 m) Lateral 1" Sch.40 7' 0 (2.13 m) 200 450 Fig.828 Along Beam N/A Summary of Pipe within Zone of Influence 6' Sch.10 Steel Pipe (152.4 mm) 140 ft (12.2 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 557 lbs (253 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 970 lbs (440 kg) Fig. 1001 Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Steel I-Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South '[N San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job # 616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25" Sch.40 Fig. 1001 Clamp 730 lbs (331 kg) 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 450 Mm. *Calculation Based on CONCENTRIC Loading *please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1774 lbs (805 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE Other Requirements - FM Approved Loads ATTACHMENT 0 11 Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type E Fastener Type Through-Bolt Diameter 1/2in. Length 3-1/2in. $ / / Maximum Load 560 lbs (254 kg) TOLCO FIG. 1001 FAST CLAMP Brace Identification on Plans 6 Lateral - Wood Prying Factor N/A Brace Type Lateral [X] Longitudinal [] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length 140 Total Weight 6" (150 mm) Sch. 10 40 ft (12.2 rn) ft (12.2 rn) 23.03 lb/ft (34.27 kg/m) 921 lbs (418 kg) Subtotal Weight 921 lbs (418 kg) Wp (incl. 15%) 1059 lbs (480 kg) Main Size Type/Sch. Spacing (if) 6' Sch. 10 40 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 557 lbs (253 kg) 1900 lb (861 kg) I ULorace version 0? use OT i uL.race is suoject to terms and conditions per tile end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 616604301 6 Lateral - Wood NFPA Type E 6 Sch.10 Steel Pipe 40 0 (12.19 m) Lateral 1.25 Sch.40 9 0 (2.74 m) 200 450 1/2in. X 3-1/2in. Through-Bolt 3-1/2in. Summary of Pipe within Zone of Influence 6 Sch.10 Steel Pipe (152.4 mm) 140 ft (12.2 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 557 lbs (253 kg) Material Capacity 1774 lbs (805 kg) Fastener Capacity 560 lbs (254 kg) Fig. 1001 Clamp 730 lbs (331 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member 4x16 Wood Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrac&' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOL8race' 8 Visit us at vjv.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote Project Address: Beckman Instruments Address: 3568 Ruffin Rd South FMT*N San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job #616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 4LA Clamp 2260 lbs (1025 kg) 2260 lbs (1025 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 Fig.828 Across Beam 2220 lbs (1007 kg) N/A Angle of Brace 450 Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/RValue 200 Max Horizontal Load 1310 lbs (594 kg) 0.USET0LC0fl0 O4VYEPSAL MAY Other Requirements - FM ADproved Loads SAAAA UW00054L SWAY Fastener Information - BRAtS PIPE Orientation to Connecting Surface NFPA Type B Fastener u000no ,NLnr SWAY - Type Fig.828 Across Beam BRACE RTMCW#EAI /. Diameter N/A Length N/A k 4 Maximum Load 2220 lbs (1007 kg) IPIALA W. IIS) Brace Identification on Plans 6 Long - Steel Prying Factor N/A Brace Type Lateral [1 Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length 123.03 Total Weight 11842 6" (150 mm) Sch. 10 80 ft (24.4 m) 80 ft (24.4 m) lb/ft (34.27 kg/m) lbs (836 kg) Subtotal Weight 1842 lbs (836 kg) Wp (incl. 15%) 2118 lbs (961 kg) Main Size Type/Sch. Spacing (ft) 6 Sch. 10 80 Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 1115 lbs (506 kg) N/A ii urace version e Use of T01-brace " is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 616604301 6 Long - Steel NFPA Type B 6' Sch.10 Steel Pipe 80'0" (24.38 m) Longitudinal 1' Sch.40 70" (2.13 m) 200 450 Fig.828 Across Beam N/A FMLTON Poswthrj sW4ávtde Summary of Pipe within Zone of Influence 6' Sch.10 Steel Pipe (152.4 mm) 80 ft (24.4 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1115 lbs (506 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2220 lbs (1007 kg) Fig. 4LA Clamp 2260 lbs (1025 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member Steel I-Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with T0LBrace" 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Johnson Controls Fire Prote( Project Address: Beckman Instruments Address: 3568 Ruffin Rd South EIII'T.N San Diego, CA 92123 2470 Faraday Ave Phone: 858-633-9100 Carlsbad, CA 92010 Licence: C-16 986047 Job #616604301 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sh.40 Fig. 4L Clamp 680 lbs (308 kg) 680 lbs (308 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) 1970 lbs (894 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 450 Min. *Calculation Based on CONCENTRIC Loading *please Note: These calculations are for TOLCOTU components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail hR Value 200 TOLCO FIG. 980 Max Horizontal Load 1310 lbs (594 kg) UNIVERSAL SWAY BRACE ATTACHMENT Other Requirements - FM Approved Loads STEEL PIPE Fastener Information Orientation to Connecting Surface NFPA Type H Fastener Type Through-Bolt - TOLCO FIG. 4L PIPE CLAMP FOR Diameter 5/8in. (6 mm) SWAY BRACING I '4 Length 3-1/2in. (90 mm) Maximum Load 650 lbs (295 kg) -----. a Brace Identification on Plans 6 Long - Wood Prying Factor N/A Brace Type Lateral [} Longitudinal [X] 4-Way [1 Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5262 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6' (150 mm) Sch. 10 40 ft (12.2 rn) 40 ft (12.2 m) 23.03 lb/ft (34.27 kg/m) 921 lbs (418 kg) Subtotal Weight 921 lbs (418 kg) Wp (incl. 15%) 1059 lbs (480 kg) Main Size Type/Sch. Spacing (ft) - 6" Sch. 10 40 I Total (Fpw) Maximum Fpw per 9.3.5.5.2 (if applicable) 557 lbs (253 kg) N/A I urace version e Use ot TOLarace Im IS Subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Beckman Instruments 2470 Faraday Ave Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job #616604301 6 Long - Wood NFPA Type H 6 Sch.10 Steel Pipe 40 0 (12.19 m) Longitudinal 1" Sch.40 70 (2.13m) 200 450 5/8 x 3-1/2 (16 x 90 mm) Through-Bolt 3-1/21n. (90 mm) EJ.N Mó!5J 9iseus9Wc4dWde Summary of Pipe within Zone of Influence 6 Sch.10 Steel Pipe (152.4 mm) 140 ft (12.2 m) G-Factor Used 0.5262 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 557 lbs (253 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 650 lbs (295 kg) Fig. 4L Clamp 680 lbs (308 kg) Fig.980 Universal Swivel 1970 lbs (894 kg) Structural Member 4x16 Wood Beam Calculations prepared by Johnson Controls Inc * The description of the Structural Member is for informational purposes only. TOLBrace"' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace 8 Visit us at www.tolco.com -FPc2o2o-0005 FIRE SPRINKLER PRODUCT SPEC SHEETS BECKMAN INSTRUMENTS, INC. 2470 FARADAY AVE. CARLSBAD, CA 92010 DATE: 2/25/2020 JCI Project No.: 480-616604301 JOHNSON CONTROLS 3568 RUFFIN ROAD SOUTH SAN DIEGO, CA 92123 T: (858) 633-9100 tqco orldwide WContacts www.tyco-fire.com Model ESFR-17 168 K-factor Pendent Sprinkler Early Suppression, Fast Response General Description TYCO Model ESFR-17 Pendent Sprin- klers are Early Suppression, Fast Response (ESFR) sprinklers having a nominal K-factor of 16.8 (Ref. Figures 1 and 2). They are suppression mode sprinklers that are especially advanta- geous as a means of eliminating in-rack sprinklers when protecting high-piled storage. Model ESFR-17 Pendent Sprinklers are primarily used for ceiling-only sprinkler protection of, but not limited to, the fol- lowing storage applications: most encapsulated or non-encap- sulated common materials including cartoned, unexpanded plastics cartoned, expanded plastics uncartoned, unexpanded plastics uncartoned, expanded plastics some storage arrangements of rubber tires, roll paper, and aerosols For more specific criteria, refer to Table B in this technical data sheet as well as the applicable design standard. The Model ESFR-17 Pendent Sprin- klers provide the system designer with hydraulic and sprinkler place- ment options not presently available to traditional ESFR Sprinklers having a nominal K-factor of 14.0. In particu- lar, Model ESFR-17 Pendent Sprinklers are designed to operate at substan- tially lower-end head pressures, as IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 compared to ESFR Sprinklers having a nominal K-factor of 14.0. This feature offers flexibility when sizing system piping, as well as possibly reducing or eliminating the need for a system fire pump. Applications for the ESFR-17 Pendent Sprinklers are expanding beyond cur- rently recognized installation stan- dards. For information on research fire tests, such as flammable liquids and aerosols, that may be acceptable to an authority having jurisdiction, contact Technical Services. !IV;IIIY1eI Orange protector must not be removed until sprinkler is to be placed in service. The W-Type 35 sprinkler wrench must be used for proper installation of the sprinkler. Failure to do so may result in equipment damage or failure. NOTICE The Model ESFR-17 Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (NFPA), in addi- tion to the standards of any authorities having jurisdiction, such as FM Global. Failure to do so may impair the perfor- mance 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. In all cases, the appropriate NFPA or FM Global installation standard, or other applicable standard, must be ref- erenced to ensure applicability and to obtain complete installation guidelines. The general guidelines in this technical data sheet are not intended to provide complete installation criteria. AUGUST 2018 Sprinkler Identification Number (SIN) Refer to Table A for sprinkler identifica- tion number. Technical Data Approvals UL and C-UL Listed FM Approved Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector ..........................Bronze Compression Screw ..........Stainless Steel Hook ............................MONEL Strut ............................. MONEL Link Assembly................Solder, Nickel Button ...................Phosphor Bronze Sealing Assembly. . Beryllium Nickel w/TEFLON Additional Technical Data Refer to Table A for additional techni- cal data. TFP3I7 3/4" ** NPT - 1-1/2 (38,1 mm) THERMAL SENSING ELEMENT 2 Components: 1 - Frame 2 - Deflector* 3 - Compression Screw 4-Hook 5 - Strut 6 - Link Assembly 7 - Button 8 - Sealing Assembly *Temperature rating is indicated on Deflector. **ISO 7-R 3/4 pipe thread can be provided on special request. 1/2" 2-3/8" I (12,7 mm) (60,3 mm) >\ NOMINAL MAKE-IN WRENCH FLATS lb TFP3I7 Page 2 of 4 3/4" NPT 1-1/2 (38,1 mm) ,- THERMAL SENSING ELEMENT Components: 1 - Frame 2 - Deflector* 3 - Compression Screw 4 - Hook 5 - Strut 6 - Link Assembly 7 - Button 8 - Sealing Assembly *Temperature rating is indicated on Deflector. **ISO 7-A 3/4 pipe thread can be provided on special request. 2 1/2" 2-3/8 I (12,7 mm) (60,3 mm) NOMINAL MAKE-IN WRENCH FLATS FIGURE 1 MODEL ESFR-17 PENDENT SPRINKLER, 16.8K, 165°F (74°C) EARLY SUPPRESSION, FAST RESPONSE FIGURE 2 MODEL ESFR-17 PENDENT SPRINKLER, 16.8K, 212°F (100°C) EARLY SUPPRESSION, FAST RESPONSE Item Description Sprinkler Identification Number (SIN) TY7223 K Factor, (gprn/p5i½) (lpm/bar½) 16.8 gpm/p5i½ (241,9 Ipm/bar½) Temperature Rating F ( C) 212 F(o0) Thread Size 3/4 in. NPT or ISO 7-R 3/4 Sprinkler Orientation Pendent Maximum Working Pressure, psi (bar) 175 psi (12,1 bar) TABLE A MODEL ESFR-17 PENDENT SPRINKLER TECHNICAL DATA Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, activating the sprinkler and flowing water. Design Criteria The following general guidelines pro- vided for the TYCO Model ESFR-17 Pendent Sprinklers can be used for a quick reference. The National Fire Protection Associa- tion (NFPA) and FM Global (FM Approv- als) provide installation standards that must be used to properly design an automatic sprinkler system utilizing Early Suppression, Fast Response (ESFR) Sprinklers. The guidelines pro- vided by NFPA and FM Global may differ. Consequently, the appropri- ate standard must be used for a given installation. Refer to Table B for addi- tional information. In all cases, the appropriate NFPA or FM Global installation standard must be referenced to ensure applicabil- ity and to obtain complete installa- tion guidelines. The following general guidelines are not intended to provide complete installation criteria. In addition to this technical data sheet, the following data sheets describe other TYCO ESFR Sprinklers: TFP312 Model ESFR-25 (TY9226) K=25.2 Pendent Sprinkler TFP313 Model ESFR-22 (TY8226) K=22.4 Pendnet Sprinkler TFP315 Model ESFR-17 (TY7226) K=16.8 Pendent Sprinkler TFP316 Model ESFR-17 (TY7126) K=16.8 Upright Sprinkler TFP3I7 Page 3 of 4 Storage Type NFPA FM Global Sprinkler Type ESFR Storage Response Type OR OR System Type Wet Wet Temperature Rating F ( C) 165 F (74 C) 165 F (74 C) 212 F(100 C) 212 F(100 C) Open Frame (i.e., no solid shelves) Single, Double, Multiple- Row, or Portable Rack Storage of Class I-IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Solid Pile or Palletized Storage of Class -IV and Group A or Refer to NFPA 13 Refer to FM 2-0 and 8-9 B Plastics Idle Pallet Storage Refer to NFPA 13 Refer to FM 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM 2-0 and 8-3 Roll Paper Storage (Refer to the Standard) Refer to NFPA 13 Refer to FM 8-21 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM 7-29 Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM 7-31 Automotive Components in Portable Racks N/A N/A (Control mode only; refer to the Standard) N/A - Not Applicable TABLE B MODEL ESFR-17 PENDENT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW TFP3I8 Model ESFR-1 (1Y6226) K=14.0 Pendent Sprinkler TFP319 Model ESFR-14 (TY6236) K=14.0 Pendent Sprinkler TFP32O Model ESFR-17 (TY7229) K=16.8 Pendent Sprinkler Roof Construction Unobstructed or obstructed construc- tion, such as smooth ceiling, bar joists, beam and girder. Where the depths of the solid structural members, such as beams and stem, exceed 12 in. (302 mm), install ESFR Sprinklers in each channel formed by the structural members. Ceiling Slope Maximum 2 in. rise for 12 in. run (16.7%) Maximum Coverage Area 100 ft2 (9,3 m2) In some cases, the installation stan- dards permit a greater coverage area. Minimum Coverage Area 64 ft2 (5,8 m2) per NFPA 13 Maximum Spacing 12 ft (3,7 m) for building heights up to 30 ft (9,1 m) 10 ft (3,1 m) for building heights greater than 30 ft (9,1 m) Minimum Spacing 8 ft (2,4 m) Minimum Clearance to Commodity 36 in. (914 mm) NFPA 13 Deflector-to-Ceiling Distance 6 in. to 14 in. (152 mm to 356 mm) FM Global 2-0 Consult FM Global and/or FM Global guidelines for allowable deflector-to- ceiling distances as well as thermal sensing element-to-ceiling criteria. LINK DCtTI('TItI FITTING SIDE TOWARD SPRINKLER FITTING TFP3I7 Page 4 of 4 FIGURE 3 W-TYPE 35 SPRINKLER WRENCH Installation TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Pendent Sprinklers must be installed in accor- dance with this section. General Instructions Avoid damage to the fusible Link Assembly during installation by using only the Frame arms to handle the sprinkler and by using the appropri- ate sprinkler wrench. Do not apply pressure to the fusible Link Assembly. Failure to do so can lead to an unstable link assembly and premature activation of the sprinkler. Damaged sprinklers must be replaced. A leak-tight 3/4 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 10 to 20 lb-ft (13,4 to 26,8 N.m), or by hand- tightening and applying an additional 1-1/4 to 1-1/2 revolutions of the wrench. Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Orange protector must not be removed until sprinkler is to be placed in service. The W-Type 35 sprinkler wrench must be used for proper installation of the sprinkler. Failure to do so may result in equipment damage or failure. Note: Install the Model ESFR-17 Pendent Sprinkler only in the pendent position (Ref. Figure 3). Step 1. With pipe-thread sealant applied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply pres- sure to the Link Assembly, and handle the Model ESFR-17 Sprinkler only by the Frame arms. Step 2. Wrench-tighten the Model ESFR-17 Sprinkler using only the W-Type 35 Sprinkler Wrench (Ref. Figure 3), and by fully engaging (seating) the wrench on the sprinkler wrench flats (Ref. Figures 1 and 2). Step 3. After installation, inspect the Link Assembly of each Model ESFR-17 Sprinkler for damage. In particular, verify that the Link Assembly and Hook are positioned as illustrated in Figures 1 and 2, and that the Link Assembly is not bent, creased, or forced out of normal position in any way. Replace damaged sprinklers. Care and Maintenance TYCO Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Pendent Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to Installation section for additional information. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associ- ation, such as NFPA 25, in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies with 3/4 NPT Thread Connection Specify: Model ESFR-17 Early Sup- pression, Fast Response 16.8K Pendent Sprinklers (TY7223) with 3/4 NPT thread connection, (specify tem- perature rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-457-1 -165 212°F(100°C) ................. 58-457-1-214 Special Order Sprinkler Assemblies with ISO 7-R 3/4 Thread Connection Specify: Model ESFR-17 Early Suppres- sion, Fast Response 16.8K Pendent Sprinklers (TY7223) with ISO 7-R 3/4 thread connection, (specify tempera- ture rating), with Natural Brass finish, P/N (specify): 165°F (74°C) .................. 58-458-1 -165 212°F (100°C).................58-458-1-214 Sprinkler Wrench Specify: W-Type 35 Sprinkler Wrench P/N 56-463-1-001 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 02018 Johnson Controls. All rights reserved. All specifications and other information shown were currant as of document revision dote and are subject to change without notion. NATIONAL FINE PROTECTION ASSOCIATION and NFPA are registered Ir000markn of National Pita Protection Association: MONEL lea registered trademark or Special Metals Corporation; TEFLON Is registered trademark 01 Dupont Johnson /Jj Controls FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. Schedule 10 Pipe I II i iiL 1T I 1 1.315 1.097 1.41 lbs/ft 91 11/4 1.660 1.442 1.81 lbs/ft 61 11/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 2 1/2 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe X iL L I 1 1.315 1.049 1.68 lbs/ft 70 11/4 1.660 1.380 2.27 lbs/ft 51 11/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 2 1/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 4 4.500 4.260 10.80 lbs/ft 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, C us QN A. Chesterfield, MO 63017 contact your salesperson 'A 4 0 PANV (800) 325-4467 today at (800) 325-4467 or LISTEDD BULL. MODSE TUBE COM FAX: (636) 537-2645 (636) 537-2600 in the USA, ______ www.bullmoosetube.com or from Canada AO company e-mail: sales@bullmoosthibe.com call (800) 882-4666 <i > APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 tqco Worldwide Fire Protection Contacts www.tyco-fire.com Products GRINNELL G-FIRE Grooved Fittings, Ductile Iron General Description GRINNELL G-FIRE Grooved Fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping piping systems. The G-FIRE grooved fittings are available in ductile iron or fabri- cated steel as indicated. Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than stan- dard grooved fittings. Depending on the size and coupling used, there may be interferences at the bolt pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact TYCO Fire Protection Products for details. NOTICE Never remove any piping component nor correct or modify any piping defi- ciencies without first de-pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired device performance. It is the designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selection should be verified to. be compatible for the specific applica- tion. Always read and understand the installation instructions. The GRINNELL G-FIRE Grooved Fittings described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the approval agency, in addition to the standards of any other authorities having jurisdiction. Failure to do so may result in serious personal injury or impair the perfor- mance of these devices. The owner is responsible for maintain- ing their system and devices in proper operating condition. Contact the install- ing contractor or product manufacturer with any questions Technical Data Approvals UL and ULC Listed FM Approved VdS Approved LPCB Certified Note: LPCB Certification applies to Figures 211, 212, 221, 250, 260, 501, 510, 511, 512, 519,550, 510S, and 519S. Material Cast: Ductile iron conforming to ASTM A536, Grade 65-45-12 Protective Coatings Non-lead orange paint (USA) RAL red or non-lead paint (EMEA and APAC) Hot dipped galvanized conforming to ASTM A153 Care and Maintenance The following inspection procedure must be performed as indicated, in addition to any specific requirements of the NFPA. Any impairments must be immediately corrected. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this decision. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards [vdJ <@> APPROVED C ER LPCB UKAS PRODUCT CERTIFICATION 0007 LP5 1219 Cert/LPCB ref. 669a and 921a 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 are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 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. Page 1 of 26 MAY 2017 TFPI8I5 TFPI8I5 Page 2 of 26 I Nominal Pipe Size Figure 250 Figure 350 Figure 550(a) Cast Fabricated Cast O.D.Nominal Approx. Nominal Approx. Nominal Approx. ANSI Inches Inches E to E Weight E to E Weight E to E Weight (DN) mm, Inches Lbs. Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) (mm) (kg) 1-1/4 x 1 1.66 x 1.31 2.50 0.7 2.50 0.7 (32x25) (42,4x33,4) (63,5) (0,3) - - (63,5) (0,3) 1-1/2 x 1 1.90 x 1.31 2.50 0.7 (40x25) (48,3x33,4) - - (63,5) (03) - - 1-1/2 x 1-1/4 1.90 x 1.66 2.50 0.8 2.50 0.8 (40 x 32) (48,3 x 42,4) (63,5) (0,3) - (63,5) (0,3) 2 x 2.37 x 1.31 2.50 0.9 (50 x 25) (60,3 x 33,4) - - (63,5) (0,4) - - 2 x 1-1/4 2.37 x 1.66 2.50 0.9 (50 x 32) (60,3 x 42,4) - - (63,5) (0,4) - 2 x 1-1/2 2.37 x 1.90 2.50 1.0 (50x40) (60,3x48,3) - - (63,5) (0,5) - 2-1/2 x 1 2.87 x 1.31 2.50 1.2 (65x25) (73,0x33,4) - (63,5) (0,5) - - 2-1/2 x 1-1/4 2.87 x 1.66 2.50 1.4 2.50 1.4 (65x32) (73,0x42,4) (63,5) (0,6) - - (63,5) (0,6) 2-1/2 x 1-1/2 2.87 x 1.90 2.50 1.4 2.50 1.4 (65x40) (73,0x48,3) (63,5) (0,6) - - (63,5) (0,6) 2-1/2 x 2 2.87 x 2.37 2.50 1.3 2.50 1.3 (65x50) (73,0x60,3) (63,5) (0,6) - (63,5) (0,6) 76mm x 1-1/4 3.00 x 1.66 2.50 1.4 2.50 1.4 (65 x 32) (76,1 x 42,4) (63,5) (0,6) - - (63,5) (0,6) 76mm x 1-1/2 3.00 x 1.90 2.50 1.4 2.50 1.4 (65 x 40) (76,1 x 48,3) (63,5) (0,6) - - (63,5) (0,6) 76mm x 2 3.00 x 2.37 2.50 1.5 2.50 1.5 (65 x 50) (76,1 x 60,3) (63,5) (0,7) - - (63,5) (0,7) 3 x 3.50 x 1.31 2.50 1.3 (80 x 25) (88,9 x 33,4) - - (63,5) (0,6) - 3 x 1-1/4 3.50 x 1.66 2.50 1.3 (80x32) (88,9x42,4) - - (63,5) (0,6) - 3 x 1-1/2 3.50 x 1.90 2.50 1.8 2.50 1.8 (80x40) (88,9x48,3) (63,5) (0,8) - - (63,5) (0,8) 3 x 2 3.50 x 2.37 2.50 1.7 2.50 1.7 (80x50) (88,9x60,3) (63,5) (0,8) - - (63,5) (0,8) 3 x 2-1/2 3.50 x 2.87 2.50 1.7 2.50 1.7 (80x65) (88,9x70,3) (63,5) (0,8) - (63,5) (0,8) 3 x 76mm 3.50 x 3.00 2.50 2.0 2.50 2.0 (80 x 65) (88,9 x 76,1) (63,5) (0,9) - - (63,5) (0,9) 4 x 1 4.50 x 1.31 3.00 2.9 (100 x 25) (114,3 x 33,4) - (76,2) (1,1) - - 4 x 1-1/4 4.50 x 1.66 3.00 2.2 (100 x 32) (114,3 x 42,4) - - (76,2) (1,0) - 4 x 1-1/2 4.50 x 1.90 3.00 2.3 (100x40) (114,3x48,3) - - (76,2) (1,0) - - 4 x 2 4.50 x 2.37 3.00 2.4 3.00 2.4 (100 x 50) (114,3 x 60,3) (76,2) (1,1) - - (76,2) (1,1) 4 x 2-1/2 3.00 2.7 3.00 2.7 (100 x 65) 4.50 x 2.87 (114,3 x 73,0) (76,2) (1,2) - - (76,2) (1,2) a. Figure 550 is available for the America market only. FIGURE 1 (1 0F3) FIGURES 250, 350, AND 550 CONCENTRIC REDUCERS NOMINAL DIMENSIONS E to E FIGURE 250 CAST CONCENTRIC REDUCER E to E FIGURE 350 FABRICATED CONCENTRIC REDUCER E to E FIGURE 550(1) CAST CONCENTRIC REDUCER TFPISI5 Page 3 of 26 Nominal Pipe Size p Figure 250 Figure 350 Figure 550(a) Cast Fabricated Cast O.D.Nominal Approx. Nominal Approx. Nominal Approx. ANSI Inches Inches E to E Weight E to E Weight E to E Weight (DN) 'mm' Inches Lbs. Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) (mm) (kg) 4 x 76mm 4.50 x 3.00 3.00 3.2 3.00 3.2 (100 x 65) (114,3 x 76,1) (76,2) (1,5) - (76,2) (1,5) 4 x 3 4.50 x 3.50 3.00 2.8 3.00 2.8 (100 x 80) (114,3 x 88,9) (76,2) (1,3) - - (76,2) (1,3) 139mm x 3 5.50x 3.50 3.50 4.2 3.50 4.2 (125 x 80) (139,7 x 88,9) (88,9) (1,9) - - (88,9) (1,9) 139mm x 4 5.50 x 4.50 3.50 4.4 3.50 4.4 (125 x 100) (139,7 x 114,3) (88,9) (2,0) - - (88,9) (2,0) 5 x 2 5.56 x 2.37 3.50 4.6 (125 x 50) (141,3 x 60,3) - - (88,9) (2,1) - - 5 x 2-1/2 5.56 x 2.87 3.50 4.5 (125 x 65) (141,3 x 73,0) - - (88,9) (2,0) - - 5 x 3 5.56 x 3.50 3.50 4.2 3.50 4.2 (125 x 80) (141,3 x 88,9) (88,9) 1,9) - (88,9) 1,9) 5 x 4 5.56 x 4.50 3.50 4.4 3.50 4.4 (125x 100) (141,3 x 114,3) (88,9) (2,0) - - (88,9) (2,0) 165mm x 3 6.50 x 3.50 4.00 5.5 4.00 5.5 (150 x 80) (165,1 x 88,9) (101,6) (2,5) - - (101,6) (2,5) 165mm x 4 6.50 x 4.50 4.00 6.0. 4.00 6.0. (150 x 100) (165,1 x 114,3) (101,6) (2,7) - - (101,6) (2,7) 165mm x 139mm 6.50 x 5.50 4.00 5.6 4.00 5.6 (150 x 125) (165,1 x 139,7) (101,6) (2,5) - - (101,6) (2,5) 6 x 1 6.63 x 1.31 4.00 4.7 4.00 4.7 (150 x 25) (168.3 x 33.7) (101,6) (2,1) - - (101,6) (2,1) 6 x 1-1/2 6.63 x 1.90 4.00 5.0 4.00 5.0 (150 x 40) (168.3 x 48.3) (101,6) (2,3) - - (101,6) (2,3) 6 x 2 6.63 x 2.37 4.00 5.3 4.00 5.3 (150 x 50) (168,3 x 60,3) (101,6) (2,4) - - (101,6) (2,4) 6 x 2-1/2 6.63 x 2.87 4.00 5.7 4.00 5.7 (150 x 65) (168,3 x 73,0) (101,6) (2,6) - - (101,6) (2,6) 6 x 76mm 6.63 x 3.00 4.00 6.1 4.00 6.1 (150 x 65) (168,3 x 76,1) (101,6) (2,7) - - (101,6) (2,7) 6 x 3 6.63 x 3.50 4.00 5.8 4.00 5.8 (150 x 80) (168,3 x 88,9) (101,6) (2,6) - (101,6) (2,6) 6 x 108mm 6.63 x 4.25 4.00 6.0 (150 x 100) (168,3 x 108,0) - (101,6) (2,7) - - 6 x 4 6.63 x 4.50 4.00 6.0 4.00 6.0 (150 x 100) (168,3 x 114,3) (101,6) (2,7) - (101,6) (2,7) 6 x 139mm 6.63 x 5.50 4.00 6.3 4.00 6.3 (150 x 100) (168,3 x 139,7) (101,6) (2,3) - - (101,6) (2,3) 6 x 5 6.63 x 5.56 4.00 6.2 4.00 6.2 (150x 125) (168,3 x 141,3) (101,6) (2,8) - - (101,6) (2,8) 216mm x 2-1/2 8.52 x 2.87 5.00 12.1 (200 x 65) (216,3 x 73,0) - (127,0) (5,5) - - 8 x 3 8.63 x 3.50 5.00 11.5 5.00 11.5 (200 x 80) (219,1 x 88,9) (127,0) (5,2) - - (127,0) (5,2) 8 x 4 8.63 x 4.50 5.00 10.7 5.00 10.7 (200 x 100) (219,1 x 114,3) (127,0) (4,9) - (127,0) (4,9) a. Figure 550 is available for the America market only. FIGURE 1(2 0F3) FIGURES 250, 350, AND 550 CONCENTRIC REDUCERS NOMINAL DIMENSIONS E to E FIGURE 250 CAST CONCENTRIC REDUCER F to F FIGURE 350 FABRICATED CONCENTRIC REDUCER E to F FIGURE 550 (1) CAST CONCENTRIC REDUCER TFPI8I5 Page 4 of 26 Nominal omina Pipe Size Figure 250 Figure 350 Figure 550(a) Cast Fabricated Cast O.D. Nominal Approx. Nominal Approx. Nominal Approx. ANSI Inches IflCOS E to E Weight E to E Weight E to E Weight (DN) Inches Lbs. Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) (mm) (kg) 8 x 139mm 8.63 x 5.50 5.00 10.0 5.00 10.0 (200 x 125) (219,1 x 139.7) (127,0) (4,5) - - (127,0) (4,5) 8 x 5 8.63 x 5.56 5.00 10.8 5.00 10.8 (200 x 125) (219,1 x 141,3) (127,0) (4,9) - - (127,0) (4,9) 8 x 165mm 8.63 x 6.50 5.00 11.0 5.00 11.0 (200 x 150) (219,1 x 165.1) (127,0) (5,0) - - (127,0) (5,0) 8 x 6 8.63 x 6.63 5.00 11.3 5.00 11.3 (200 x 150) (219,1 x 168,3) (127,0) (5,1) - (127,0) (5,1) 10 x 4 10.75 x 4.50 6.00 20.5 (250 x 100) (273,0 x 114,3) - (152,4) (9,3) - - 10 x 5 10.75 x 5.56 6.00 20.1 (250 x 125) (273,0 x 141,3) - - (152,4) (9,1) - 10 165mm 10.75 x 6.50 6.00 17.8 6.00 17.8 (250 x 150) (273,0 x 165,1) (152,4) (8,0) - - (152,4) (8,0) 10x6 10.75 x 6.63 6.00 16.3 6.00 16.3 (250 x 150) (273,0 x 168,3) (152,4) (7,4) - - (152,4) (7,4) 10x8 10.75 x 8.63 6.00 18.3 6.00 18.3 (250 x 200) (273,0 x 219,1) (152,4) (8,3) - - (152,4) (8,3) 12 x 4 12.75 x 4.50 7.00 22.7 7.00 22.7 (300 x 100) (323,9 x 114,3) (177,8) (10,3) - - (177,8) (10,3) 12 x 6 12.75 x 6.63 7.00 23.6 7.00 24.2 (300 x 150) (323,9 x 168,3) (177,8) (10,7) - - (177,8) (11,0) 12 x 8 12.75 x 8.63 7.00 25.2 7.00 25.8 (300 x 200) (323,9 x 219,1) (177,8) (11,4) - - (177,8) (11,7) 12 x 10 12.75 x 10.75 7.00 28.2 7.00 28.2 7.00 28.2 (300 x 250) (323,9 x 273,0) (177,8) (12,8) (177,8) (12,8) (177,8) (12,8) a. Figure 550 is available for the America market only. FIGURE 1(3 OF 3) FIGURES 250,350, AND 550 CONCENTRIC REDUCERS NOMINAL DIMENSIONS E to E FIGURE 250 CAST CONCENTRIC REDUCER F to F FIGURE 350 FABRICATED CONCENTRIC REDUCER E to E FIGURE 550 () CAST CONCENTRIC REDUCER TFPI8I5 Page 5 of 26 C to E FIGURE 501 CtoE CAST 90° ELBOW FIGURE 510 FIGURE 2 FIGURES 501 AND 510 ELBOWS NOMINAL DIMENSIONS Nominal Pipe Size Figure 501 Cast 45° Elbow Figure 510 Cast 90° Elbow ANSI O.D. Nominal Approx. Nominal Approx. Inches Inches CtoE Weight CtoE Weight (DN) (mm) Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) 1 1.0 1.7 0.6 2.25 0.8 (25) (33,7) (43,2) (0,3) (57,2) (0,4) 1-1/4 1.7 1.8 0.8 2.8 1.1 (32) (42,4) (44,5) (0,4) (69,9) (0,5) 1-1/2 1.9 1.8 1.0 2.8 1.4 (40) (48,3) (44,5) (0,5) (69,9) (0,6) 2 2.4 2.0 1.3 3.3 2.0 (50) (60,3) (50,8) (0,6) (82,6) (019) 2-1/2 2.9 2.3 2.1 3.8 2.8 (65) (73,0) (57,2) (1,0) (95,3) (1,3) 76,1mm 3.0 2.3 2.2 3.8 3.0 CAST 45° ELBOW (65) (76,1) (57,2) (1,0) (951 3) (1,3) 3 3.5 2.5 3.4 4.3 4.1 (80) (88,9) (63,5) (1,5) (108,0) (1,9) 4 4.5 3.0 5.5 5.0 7.0 (100) (114,3) (76,2) (2,5) (127,0) (3,2) 139,1mm 5.5 3.3 7.2 5.5 10.3 (125) (139,7) (82,6) (3,3) (139,7) (4,7) 165,1mm 6.5 3.5 9.2 6.5 13.9 (150) (165,1) (88,9) (4,2) (165,1) (6,3) 6 6.6 3.5 11.2 6.5 15.2 (150) (168,3) (88,9) (5,1) (165,1) (6,9) 8 8.6 4.25 20.6 7.8 29.6 (200) (219,1) (108,0) (9,3) (196,9) (13,4) 10 10.750 4.75 30.1 9.00 52.0 (250) (273,0) (120,7) (13,7) (228,6) (23,6) 12 12.750 5.25 48.0 10.00 66.4 (300) (323,9) (133,4) (22,0) (254,0) (30,1) TFPI8I5 Page 6 of 26 1-1/2 1.9 2.8 2.1 0.8 0.4 (40) (48,3) (69,9) (1,00) (21,1) (0,2) 2 2.4 3.3 2.8 0.9 0.7 (50) (60,3) (82,6) (1,3) (23,4) (0,3) 2-1/2 2.9 3.8 4.4 0.9 1.0 (65) (73,0) (95,3) (2,0) (23,4) (0,5) 76,1mm 3.0 3.8 4.5 0.9 1.3 (65) (76,1) (95,3) (2,0) (21,8) (0,6) 3 3.5 4.3 6.5 0.9 1.4 (80) (88,9) (108,0) (3,0) (23,4) (0,6) 4 4.5 5.0 9.5 1.0 2.6 (100) (114,3) (127,0) (4,3) (25,4) (1,2) 139,1 mm 5.5 5.5 13.9 0.9 4.7 (125) (139,7) (139,7) (6,3) (23,4) (2,1) 5 5.6 5.0 14.2 1.0 5.0 (125) (141,3) (127,0) (6,4) (25,4) (2,3) 165,1mm 6.5 6.5 19.7 0.9 6.4 (150) (165,1) (165,1) (8,9) (23,4) (2,9) 6 6.6 6.5 22.4 1.0 6.2 (150) (168,3) (165,1) (10,2) (25,4) (2,8) 8 8.6 7.8 39.8 1.1 7.1 (200) (219,1) (196,9) (18,1) (27,0) (3,2) 10 10.8 9.00 64.2 1.0 24.5 (250) (273,0) (228,6) (29,1) (25,8) (11,1) 12 12.8 10.00 110.0 1.0 31.0 (300) (323,9) (254,0) (49,9) (25,8) (14,1) CAST TEE EtoE a. Available with tapped plugs. Contact Tyco Fire Protection Products. FIGURE 3 FIGURES 519 TEE AND FIGURE 260 END CAP NOMINAL DIMENSIONS C to E to FIGURE 519 FIGURE 260(l) CAST END CAP Nominal Pipe Size Figure 519 Cast Tee Figure 260(a) Cast End Cap ANSI O.D. Nominal Approx. Nominal Approx. Inches Inches CtoE Weight EtoE Weight (DN) (mm) Inches Lbs. Inches Lbs. (mm) (kg) . (mm) (kg) 1 1.3 2.25 1.1 0.8 0.2 (25) (33,4) (57,2) (0,5) (21,1) (0,1) 1-1/4 1.7 2.8 1.7 0.8 0.3 (32) (42,4) (69,9) (0,8) (21,1) (0,1) TFPISI5 Page 7 of 26 Nominal Pipe Size Figure 510S 900 Elbow Figure 519S Tee ANSI O.D. Nominal Approx. Nominal Approx. Inches Inches C to E Weight C to E Weight (DN) (mm) Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) 2 2.4 2.8 1.5 2.8 2.6 (50) (60,3) (69,9) (0,7) (69,9) (1,2) 2-1/2 2.9 3.0 2.1 3.0 4.4 (65) (73,0) (76,2) (1,0) (76,2) (2,0) 76,1mm 3.0 3.0 2.3 3.0 3.1 (65) (76,1) (76,2) (1,0) (76,2) (1,4) 3 3.5 3.4 3.0 3.8 6.5 (80) (88,9) (85,9) (1,4) (85,9) (3,0) 4 4.5 4.0 5.0 4.0 10.7 (100) (114,3) (101,6) (2,3) (101,6) (4,9) 139mm 5.5 4.9 8.7 4.9 10.9 (125) (139,7) (124,0) (3,9) (124,0) (5,0) 5 5.6 4.8 9.4 4.8 11.6 (125) (141,3) (123,0) (4,3) (123,0) (5,3) 165,1mm 6.5 5.5 11.4 5.5 14.8 (150) (165,1) (139,7) (5,2) (139,7) (6,7) 6 6.6 5.5 12.1 5.5 15.0 (150) (168,3) (139,7) (5,5) (139,7) (6,8) 8 8.6 6.9 22.2 6.9 39.8 (200) (219,1) (174,8) (10,1) (174,8) (18,1) 0 CtoE FIGURE 510S 90° ELBOW SHORT PATTERN C to Ui CtoE FIGURE 519S TEE SHORT PATTERN FIGURE 4 FIGURES 510S ELBOW AND FIGURE 519S TEE NOMINAL DIMENSIONS TFPI8I5 Page 8 of 26 D - - NPT c Nominal Pipe Size Figure 510DE(°) 900 Drain Elbow ANSI O.D. Nominal Nominal Nominal Approx. Inches Inches CtoE A B Weight (DN) (mm) Inches Inches Inches Lbs. (mm) (mm) (mm) (kg) 2 2.4 3.8 2.0 2.8 3.1 (50) (60,3) (95,3) (50,8) (69,9) (1,4) 2-1/2 2.9 3.8 2.0 2.8 2.2 (65) (73,0) (95,3) (50,8) (69,9) (1,0) 3 3.5 4.3 2.3 2.8 6.0 (80) (88,9) (108,0) (59,4) (69,9) (2,7) 4 4.5 5.0 2.9 2.8 8.6 (100) (114,3) (127,0) (72,4) (69,9) (3,9) 6 6.6 6.5 3.9 2.8 18.0 (150) (168,3) (165,1) (99,6) (69,9) (8,2) 8 8.6 7.8 5.00 2.8 31.0 (200) (219,1) (196,9) (125,7) (69,9) (14,1) a. Figure 51 ODE not available for the EM EA market. FIGURE 5 FIGURE 510DE 900 DRAIN ELBOW NOMINAL DIMENSIONS Nominal Pipe Dimensions- Inches Size (mm) Approx. Weight ANSI Inches Outlet A B C D (kg) Lbs. NPT(l) O.D. Takeout 1/2 1.3 1.8 1.9 0.8 (31,8) 5) 0) (0,4) 1.3 1.8 1.9 0.8 1-1/2 1.9 (48,3) (31,8) ) (48,0) (0,4) 1.4 2.0 2.0 0.9 (34,8) (50,8) (51,3) (0,4) 1/2 1.3 1.8 1.9 0.9 (31,8) (44,5) (48,0) (0,4) 3/4 1.3 1.8 1.9 0.8 2 2.4 (60,3) (31,8) (44,5) (48,0) (0,4) 1 1.4 2.0 2.0 1.1 (50,8) (51,3) (0,5) 1/2 1.5 2.0 1.9 1.8 (37,3) (50,0) (48,0) (0,8) 3/4 1.5 2.0 1.9 1.1 2-1/2 2.9 (73,0) (37,3) (50,0) (48,0) (0,5) 1 1.4 2.0 2.0 1.1 _ (34,8) 8) 3) (0,5) NOTES ISO threaded outlets are available upon request. ADACAP not available for the EMEA market. Rated pressure 300 psi (20,7 bar) FIGURE 6 A DA CA P NOMINAL DIMENSIONS TFPI8I5 Page 9 of 26 Nominal Pipe Size Figure 320 Fabricated Thread Tee ANSI O.D. Nominal Nominal Approx. Inches Inches CtoGE CtoTE Weight (DN) (mm) Inches Inches Lbs. (mm) (mm) (kg) 1 1.31 2.25 2.25 1.3 (25) (33,4) (57,2) (57,2) (0,6) 1-1/4 1.66 2.75 2.75 1.5 (32) (42,4) (69,9) (69,9) (0,7) 1-1/2 1.90 2.75 2.75 1.9 (40) (48,3) (69,9) (69,9) (0,9) 2 2.37 3.25 4.25 3.2 (50) (60,3) (82,6) (108,0) (1,5) 2-1/2 2.87 3.75 3.75 4.0 (65) (73,0) (95,3) (95,3) (1,8) 76mm 3.00 3.75 3.75 4.5 (65) (76,1) (95,3) (95,3) (2,0) 3 3.50 4.25 6.00 6.0 (80) (88,9) (108,0) (152,4) (2,7) 4 4.50 5.00 7.25 11.0 (100) (114,3) (127,0) (184,2) (5,0) 139mm 5.50 5.50 5.50 21.0 (125) (139,7) (139,7) (139,7) (9,5) 5 5.56 5.50 5.50 23.0 (125) (141,3) (139,7) (139,7) (10,5) 165mm 6.50 6.50 6.50 25 (150) (165,1) (165,1) (165,1) (11,3) 6 6.63 6.50 6.50 28.0 (150) (168,3) (165,1) (165,1) (12,7) 8 8.63 7.75 7.75 38.7 (200) (219,1) (196,9) (196,9) (17,6) 10 10.75 9.00 9.00 72.1 (250) (273,0) (228,6) (228,6) (32,8) 12 12.75 10.00 10.00 92.5 (300) (323,9) (254,0) (254,0) (42,0) a. Figure 320 not available for the EMEA market. CtoTE C to GE FIGURE 7 FIGURE 320 FABRICATED GROOVE X GROOVE X MALE THREAD TEES (SEGMENT WELDED) NOMINAL DIMENSIONS TFP18I5 Page 10 of 26 Figure 221 Figure 321 Nominal Pipe Size Cast Fabricated Reducing Tee Reducing Tee O.D.Nominal Approx. Nominal Approx. ANSI Inches Inches C to E Weight C to E Weight (DN) m, Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) 1-1,4 x 1-1/4 x 1 1.66 x 1.66 x 1.31 2.75 1.3 (32 x 32 x 25) (42,4 x 42,4 x 33,4) - - (69,9) (0,6) 1-1/2 x 1-1/2 x 1.90 x 1.90 x 1.31 2.75 1.4 (40 x 40 x 25) (48,3 x 48,3 x 33,4) - (69,9) (0,6) 1-1/2 x 1-1/2 x 1-1/4 1.90 x 1.90 x 1.66 2.75 1.5 (40 x 40 x 32) (48,3 x 48,3 x 42,4) - - (69,9) (0,7) 2 x 2 x 1 2.37 x 2.37 x 1.32 3.25 1.6 (50 x 50 x 25) (60,3 x 60,3 x 33,4) - (82,6) (0,7) 2 x 2 x 1-1/2 2.37 x 2.37 x 1.90 3.25 2.7 3.25 2.0 (50 x 50 x 40) (60,3 x 60,3 x 48,3) (82,6) (1,2) (82,6) (0,9) 2-1/2 x 2-1/2 x 2.87 x 2.87 x 1.32 3.75 2.3 (65 x 65 x 25) (73,0 x 73,0 x 33,4) - - (95,3) (1,1) 2-1/2 x 2-1/2 x 1-1/4 2.87 x 2.87 x 1.66 3.75 4.2 (65 x 65 x 32) (73,0 x 73,0 x 42,4) - - (95,3) (1,9) 2-1/2 x 2-1/2 x 1-1/2 2.87 x 2.87 x 1.90 3.75 4.2 (65 x 65 x 40) (73,0 x 73,0 x 48,3) - - (95,3) (1,9) 2-1/2 x 2-1/2 x 2 2.87 x 2.87 x 2.37 3.75 4.2 3.75 4.5 (65 x 65 x 50) (73,0 x 73,0 x 60,3) (95,3) (1,9) (95,3) (2,0) 76mm x 76mm x 1 3.00 x 3.00 x 1.32 3.75 2.4 (65 x 65 x 25) (76,1 x 76,1 x 33,4) - (95,3) (1,1) 76mm x 76mm x 1-1/4 3.00 x 3.00 x 1.66 3.75 4.3 (65 x 65 x 32) (76,1 x 76,1 x 42,4) - - (95,3) (2,0) 76mm x 76mm x 1-1/2 3.00 x 3.00 x 1.90 3.75 4.5 3.75 4.2 (65 x 65 x 40) (76,1 x 76,1 x 48,3) (95,3) (2,0) (95,3) (1,9) 76mm x 76mm x 2 3.00 x 3.00 x 2.37 3.75 4.3 3.75 4.6 (65 x 65 x 50) (76,1 x 76,1 x 60,3) (95,3) (2,0) (95,3) (2,1) 3 x 3 x 1 3.50 x 3.50 x 1.32 4.25 5.6 4.25 6.0 (80 x 80 x 25 (88,9 x 88,9 x 33,4) (108,0) (2,5) (108,0) (2,7) 3 x 3 x 1-1/4 3.50 x 3.50 x 1.66 4.25 6.1 (80 x 80 x 32) (88,9 x 88,9 x 42,4) - - (108,0) (2,8) 3 x 3 x 1-1/2 3.50 x 3.50 x 1.90 4.25 5.9 4.25 6.2 (80 x 80 x 40) (88,9 x 88,9 x 48,3) (108,0) (2,7) (108,0) (2,8) 3 x 3 x 2 3.50 x 3.50 x 2.37 4.25 6.0 4.25 6.4 (80 x 80 x 50) (88,9 x 88,9 x 60,3) (108,0) (2,7) (108,0) (2,9) 3 x 3 x 2-1/2 3.50 x 3.50 x 2.87 4.25 6.2 4.25 6.5 (80 x 80 x 65) (88,9 x 88,9 x 73,0) (108,0) (2,8) (108,0) (2,9) 3 x 3 x 76mm 3.50 x 3.50 x 3.00 4.25 6.0 4.25 6.7 (80 x 80 x 65) (88,9 x 88,9 x 76,1) (108,0) (2,7) (108,0) (3,0) 4 x 4 x 1 4.50 x 4.50 x 1.32 5.00 8.0 (100 x 100 x 25) (114,3 x 114,3 x 33,4) - - (127,0) (3,7) 4 x 4 x 1-1/4 4.50 x 4.50 x 1.66 5.00 9.8 (100 x 100 x 32) (114,3 x 114,3 x 42,4) - - (127,0) (4,4) 4 x 4 x 1-1/2 4.50 x 4.50 x 1.90 5.00 9.9 (100 x 100 x 40) (114,3 x 114,3 x 48,3) - (127,0) (4,5) 4x4x2 4.50 x 4.50 x 2.37 5.00 9.1 5.00 11.0 (100 x 100 x 50) (114,3 x 114,3 x 60,3) (127,0) (4,1) (127,0) (5,0) 4x4x2-1/2 4.50 x 4.50 x 2.88 5.00 9.5 5.00 11.2 (100 x 100 x 65) (114,3 x 114,3 x 73,0) (127,0) (4,3) (127,0) (5,1) 4 x 4 x 76mm 4.50 x 4.50 x 3.00 5.00 9.5 5.00 11.4 (125 x 125 x 65) (114,3 x 114,3 x 76,1) (127,0) (4,3) (127,0 (5,2) FIGURE 8(1 OF 3) FIGURES 221 AND 321 REDUCING TEES NOMINAL DIMENSIONS C to E C to E FIGURE 221 CAST TEE REDUCING GROOVED (SEGMENT WELDED) C to E C to E FIGURE 321 FABRICATED TEE REDUCING GROOVED (SEGMENT WELDED) TFPI8I5 Page 11 of 26 Figure 221 Figure 321 Nominal Pipe Size Cast Fabricated Reducing Tee Reducing Tee O.D. Nominal Approx. Nominal Approx. ANSI Inches Inches C to E Weight C to E Weight (DN) mm, Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) 4 x 4 x 3 4.50 x 4.50 x 3.50 5.00 9.7 5.00 11.6 (100 x 100 x 80) (114,3 x 114,3 x 88,9) (127,0) (4,4) (127,0 (5,3) 139,7mm x 139,7mm x 3 5.50 x 5.50 x 3.50 5.50 12.7 5.50 12.2 (125 x 125 x 80) (139,7 x 139,7 x 88,9) (139,7) (5,8) (139,7) (5,5) 139,7mm x 139,7mm x 4 5.50 x 5.50 x 4.50 5.50 13.4 5.50 12.5 (125 x 125 x 100) (139,7 x 139,7 x 114,3) (139,7) (6,1) (139,7) (5,7) 5 x 5 x 5.56 x 5.56 x 1.31 5.50 13.0 (125 x 125 x 25) (141,3 x 141,3 x 33,4) - (139,7) (5,9) 5x5x1-1/2 5.56 x 5.56 x 1.90 5.50 13.4 (125 x 125 x 40) (141,3 x 141,3 x 48,3) - - (139,7) (6,1) 5 x 5 x 2 5.56 x 5.56 x 2.37 5.50 14.1 (125 x 125 x 50) (141,3 x 141,3 x 60,3) - - (139,7) (6,4) 5 x 5 x 2-1/2 5.56 x 5.56 x 2.87 5.50 18.0 5.50 14.8 (125 x 125 x 65) (141,3 x 141,3 x 73,0) (139,7) (8,2) (139,7) (6,7) 5 x 5 x 76mm 5.56 x 5.56 x 3.00 5.50 15.3 (125 x 125 x 65) (141,3 x 141,3 x 76,1) - 1 - (139,7) (6,9) 5 x 5 x 3 5.56 x 5.56 x 3.50 5.50 14.0 5.50 16.0 (125 x 125 x 80) (141,3 x 141,3 x 88,9) (139,7) (6,4) (139,7) (7,3) 5 x 5 x 4 5.56 x 5.56 x 4.50 5.50 13.9 5.50 16.4 (125 x 125 x 100) (141,3 x 141,3 x 114,3) (139,7) (6,3) (139,7) (7,4) 165mm x 165mm x 3 6.50 x 6.50 x 3.50 6.50 18.0 6.50 22.0 (150 x 150 x 80) (165,1 x 165,1 x 88,9) (165,1) 8,2 (165,1) (10,0) 165mm x 165mm x 4 6.50 x 6.50 x 4.50 6.50 19.5 6.50 22.6 (150 x 150 x 100) (165,1 x 165,1 x 114,3) (165,1) 8,9 (165,1) (10,3) 165mm x 165mm x 5 6.50 x 6.50 x 5.50 6.50 23.2 (150 x 150 x 125) (165,1 x 165,1 x 139,7) - - (165,1) (10,5) 165mm x 165mm x 139mm 6.50 x 6.50 x 5.50 6.50 22.9 (150 x 150 x 125) (165,1 x 165,1 x 141,3) - - (165,1) (10,4) 6 x 6 x 1 6.63 x 6.63 x 1.31 6.50 22.8 (150 x 150 x 25) (168,3 x 168,3 x 33,4) - (165,1) (10,3) 6 x 6 x 1-1/2 6.63 x 6.63 x 1.90 6.50 22.9 (150 x 150 x 40) (168,3 x 168,3 x 48,3) - - (165,1) (10,4) 6 x 6 x 2 6.63 x 6.63 x 2.37 6.50 19.4 6.50 23.0 (150 x 150 x 50) (168,3 x 168,3 x 60,3) (165,1) (8,8) (165,1) (10,4) 6 x 6 x 2-1/2 6.63 x 6.63 x 2.87 6.50 21.2 6.50 23.4 (150 x 150 x 65) (168,3 x 168,3 x 73,0) (165,1) (9,8) (165,1) (10,6) 6 x 6 x 76mm 6.63 x 6.63 x 3.00 6.50 21.2 6.50 23.5 (150 x 150 x 65) (168,3 x 168,3 x 76,1) (165,1) 9,8 (165,1) (10,7) 6 x 6 x 3 6.63 x 6.63 x 3.50 6.50 21.0 6.50 23.7 (150 x 150 x 80) (168,3 x 168,3 x 88,9) (165,1) (9,5) (165,1) (10,7) 6 x 6 x 4 6.63 x 6.63 x 4.50 6.50 21.8 6.50 23.9 (150 x 150 x 100) (168,3 x 168,3 x 114,3) (165,1) (9,9) (165,1) (10,8) 6 x 6 x 139mm 6.63 x 6.63 x 5.50 6.50 23.0 6.50 24.0 (150 x 150 x 125) (168,3 x 168,3 x 139,7) (165,1) 10,4 (165,1) (10,9) 6 x 6 x 5 6.63 x 6.63 x 5.56 6.50 27.0 (150 x 150 x 125) (168,3 x 168,3 x 141,3) - - (165,1) 12,2 8 x 8 x 1-1/2 8.63 x 8.63 x 1.90 7.75 36.0 (200 x 200 x 40) (219,1 x 219,1 x 48,3) - (196,9 (16,3) 8 x 8 x 2 8.63 x 8.63 x 2.375 7.75 36.2 (200 x 200 x 50) (219,1 x 219,1 x 60,3) - - (196,9) FIGURE 8(2 OF 3) FIGURES 221 AND 321 REDUCING TEES NOMINAL DIMENSIONS C to E —147 C to E FIGURE 221 CAST TEE REDUCING GROOVED (SEGMENT WELDED) Lj I C to E CtoE FIGURE 321 FABRICATED TEE REDUCING GROOVED (SEGMENT WELDED) TFPI8I5 Page 12 of 26 Figure 221 Figure 321 Nominal Pipe Size Cast Fabricated Reducing Tee Reducing Tee O.D.ominal Approx. Nominal Approx. ANSI Inches C Inches to E Weight C to E Weight (DN) (mm) Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) 8 x 8 x 2-1/2 8.63 x 8.63 x 2.88 - - 7.75 36.4 (200 x 200 x 65) (219,1 x 219,1 x 73,0) (196,9) (16,5) 216mm x 216mm x 165mm 8.52 x 8.52 x 6.50 7.75 37.9 (200 x 200 x 150) (216,3 x 216,3 x 165,1) - (196,9) (17,2) 8 x 8 x 76mm 8.63 x 8.63 x 3.00 7.75 36.4 (200 x 200 x 65) (216,1 x 219,1 x 76.1) - - (196,9) (16,5) 8 x 8 x 3 8.63 x 8.63 x 3.50 7.75 36.5 (200 x 200 x 80) (219,1 x 219,1 x 88,9) - - (196,9) (16,6) 8 x 8 x 4 8.63 x 8.63 x 4.50 7.75 37.2 7.75 36.4 (200 x 200 x 100) (219,1 x 219,1 x 114,1) (196,9) (16,9) (196,9) (16,5) 8 x 8 x 139mm 8.63 x 8.63 x 5.56 7.75 37.7 7.75 36.7 (200 x 200 x 125) (219,1 x 219,1 x 139,7) (196,9) (17,1) (196,9) (16,6) 8 x 8 x 5 8.63 x 8.63 x 5.50 7.75 36.8 (200 x 200 x 125) (219,1 x 219,1 x 141,3) - - (196,9) (16,7) 8 x 8 x 165mm 8.63 x 8.63 x 6.50 7.75 37.7 7.75 39.0 (200 x 200 x 150) (219,1 x 219,1 x 165,1) (196,9) (17,1) (196,9) (17,7) 10 10 1-1/2 10.75 x 10.75 x 1.90 9.00 57.0 (250 x 250 x 40) (273,0 x 273,0 x 48,3) (228,6) (25,8) 10 x 10 x 2 10.75 x 10.75 x 2.37 9.00 57.1 (250 x 250 x 50) (273,0 x 273,0 x 60,3) - - (228,6) (25,9) 10 x 10 x 2-1/2 10.75 x 10.75 x 2.87 9.00 57.3 (250 x 250 x 65) (273,0 x 273,0 x 73,0) - - (228,6) (26,0) 10 10 x 3 10.75 x 10.75 x 3.50 9.00 57.4 (250 x 250 x 80) (273,0 x 273,0 x 88,9) - - (228,6) (26,0) 10 x 10 x 4 10.75 x 10.75 x 4.50 9.00 57.8 (250 x 250 x 100) (273,0 x 273,0 x 114,3) - - (228,6) (26,2) 10 x 10 x 5 10.75 x 10.75 x 5.56 9.00 58.0 (250 x 250 x 125) (273,0 x 273,0 x 141,3) (228,6) (26,3) 10 x 10 x 6 10.75 x 10.75 x 6.63 9.00 62.0 (250 x 250 x 150) (273,0 x 273,0 x 168,3) - - (228,6) (28,1) 10 x 10 x 8 10.75 x 10.75 x 8.63 9.00 63.0 (250 x 250 x 200) (273,0 x 273,0 x 219,1) - - (228,6) (28,6) 12 x 12 x 1 12.75 x 12.75 x 1.31 10.00 64.0 (300 x 300 x 25) (323,9 x 323,9 x 33,4) - - (254,0) (29,0) 12 x 12 x 2 12.75 x 12.75 x 2.37 10.00 69.5 (300 x 300 x 50) (323,9 x 323,9 x 60,3) - - (254,0) (31,5) 12 x 12 x 2-1/2 12.75 x 12.75 x 2.87 10.00 75.6 (300 x 300 x 65) (323,9 x 323,9 x 73,0) - - (254,0) (34,3) 12 x 12 x 3 12.75 x 12.75 x 3.50 10.00 80.2 (300 x 300 x 80) (323,9 x 323,9 x 88,9) - - (254,0) (36,4) 12 x 12 x 4 12.75 x 12.75 x 4.50 10.00 80.5 (300 x 300 x 100) (323,9 x 323,9 x 114,3) - - (254,0) (36,5) 12 x 12 x 5 12.75 x 12.75 x 5.56 10.00 80.7 (300 x 300 x 125) (323,9 x 323,9 x 141,3) - - (254,0) (36,6) 12 x 12 x 6 12.75 x 12.75 x 6.63 10.00 80.9 (300 x 300 x 150) (323,9 x 323,9 x 168,3) - - (254,0) (36,7) 12 x 12 x 165mm 12.75 x 12.75 x 6.50 10.00 79.9 (300 x 300 x 150) (323,9 x 323,9 x 165,1) - - (254,0) (36,2) 12 x 12 x 8 12.75 x 12.75 x 8.63 10.00 76.3 (300 x 300 x 200) (323,9 x 323,9 x 219,1) - - (254,0) (34,6) 12 x 12 x 10 12.75 x 12.75 x 10.75 10.00 77.6 (300 x 300 x 250) (323,9 x 323,9 x 273,0) - - (254,0) (35,2) FIGURE 8(3 0F3) FIGURES 221 AND 321 REDUCING TEES NOMINAL DIMENSIONS C to E CtoE FIGURE 221 CAST TEE REDUCING GROOVED (SEGMENT WELDED) L C to E Cto'E FIGURE 321 FABRICATED TEE REDUCING GROOVED (SEGMENT WELDED) TFPI8I5 Page 13 of 26 Nominal Pipe Size Figure 327(a) Figure 341(a) Figure 342(a) ANSI O.D. Nominal Approx. Nominal Mating Approx. Nominal Mating Approx. Inches Inches C to E Weight E to E Flange Weight E to E Flange Weight (DN) (mm) Inches Lbs. Inches Bolt Lbs. Inches Bolt Lbs. (mm) (kg) (mm) Qty. (kg) (mm) Qty. (kg) 1 1.31 2.25 2.2 3.00 2.3 3.00 4.0 (25) (33,4) (57,2) (1,0) (76,2) (1,0) (76,2) (1,8) 1-1/4 1.66 2.75 2.2 4.00 2.8 4.00 4.6 (32) (42,4) (69,9) (1,0) (101,6) (1,3) (101,6) (2,1) 1-1/2 1.90 2.75 2.5 4.00 3.2 4.00 7.1 (40) (48,3) (69,9) (1,1) (101,6) (1,5) (101,6) (3,2) 2 2.37 3.25 3.7 4.00 5.2 4.00 8 8.2 (50) (60,3) (82,6) (1,7) (101,6) (2,4) (101,6) (37) 2-1/2 2.87 3.75 5.8 4.00 8.0 4.00 8 11.9 (65) (73,0) (95,3) (2,6) (101,6) (3,6) (101,6) (5,4) 76mm 3.00 3.75 6.0 4.00 8.8 4.00 8 12.5 (65) (76,1) (95,3) (2,7) (101,6) (4,0) (101,6) (57) 3 3.50 4.25 8.6 4.00 10.2 4.00 15.5 (80) (88,9) (108,0) (3,9) (101,6) (4,6) (101,6) (7,0) 4 4.50 5.00 20.7 6.00 8 17.2 6.00 28.0 (100) (114,3) (127,0) (9,4) (152,4) (7,8) (152,4) ' (12,7) 139mm 5.50 5.50 18.3 6.00 8 18.5 6.00 8 32.5 (125) (139,7) (139,7) (8,3) (152,4) (8,4) (152,4) (14,7) 5 5.56 5.50 18.5 6.00 8 21.4 6.00 8 37.0 (125) (141,3) (139,7) (8,4) (152,4) (9,7) (152,4) (16,8) 165mm 6.50 6.50 26.2 6.00 8 22.0 6.00 12 42.5 (150) (165,1) (165,1) (11,9) (152,4) (10,0) (152,4) (19,3) 6 6.63 6.50 27.3 6.00 8 26.0 6.00 12 48.0 (150) (168,3) (165,1) (12,4) (152,4) (11,8) (152,4) (21,8) 216mm 8.52 7.75 44.0 6.00 8 34.5 6.00 12 72.5 (200) (216,3) (196,9) (20,0) (152,4) (15,6) (152,4) (32,9) 8 8.63 7.75 48.0 6.00 8 38.4 6.00 12 79.0 (200) (219,1) (196,9) (21,7) (152,4) (17,4) (152,4) (35,8) 10 10.75 9.00 75.0 8.00 12 65.0 8.00 16 122.0 (250) (273,0) (228,6) (34,0) (203,2) (29,5) (203,2) (553) 12 12.75 10.00 95.8 8.00 12 91.0 8.00 16 183.0 (300). (323,9) (254,0) (43,4) (203,2) (41,3) (203,2) (83,0) a. Figure 327, Figure 341, and Figure 342 are not available for the EMEA market. CtoE C to E FIGURE 327(1) FABRICATED CROSS GROOVED (SEGMENT WELDED) to E FIGURE 341(1) FABRICATED FLANGE ADAPTER ANSI CLASS 150 LBS. GROOVED FIGURE 342(1) FABRICATED FLANGE ADAPTER ANSI CLASS 300 LBS. GROOVED FIGURE 9 FIGURE 327 CROSS AND FIGURE 341 AND FIGURE 342 FLANGE ADAPTERS NOMINAL DIMENSIONS TFPISI5 Page 14 of 26 C to E L—Q--- . I A C to E Nominal Pipe Size Nominal Approx. C to E Weight 0.D. Inches Lbs. ANSI Inches Inches (mm) (kg) (DN) (mm) 2 x 2 x 3/4 2.37 x 2.37 x 1.05 3.25 2.0 (50 x 50 x 20) (60,3 x 60,3 x 26,7) (82,6) (0,9) 2 x 2 x 1 2.37 x 2.37 x 1.31 3.25 2.2 (50 x 50 x 25) (60,3 x 60,3 x 33,4) (82,6) (1,0) 2 x 2 x 1-1/4 2.37 x 2.37 x 1.66 3.25 2.3 (50 x 50 x 32) (60,3 x 60,3 x 42,4) (82,6) (1,0) 2 x 2 x 1-1/2 2.37 x 2.37 x 1.90 3.25 1.4 (50 x 50 x 40) (60,3 x 60,3 x 48,3) (82,6) (1,1) 2-1/2 x 2-1/2 x 1 2.875 x 2.875 x 1.315 3.75 3.6 (65 x 65 x 25) (73,0 x 73,0 x 33,4) (95,3) (1,6) 2-1/2 x 2-1/2 x 1-1/4 2.875 x 2.875 x 1.660 3.75 3.8 (65 x 65 x 32) (73,0 x 73,0 x 42,4) (95,3) (1,7) 2-1/2 x 2-1/2 x 1-1/2 2.875 x 2.875 x 1.900 3.75 4.0 (65 x 65 x 40) (73,0 x 73,0 x 48,3) (95,3) (1,8) 2-1/2 x 2-1/2 x 2 2.875 x 2.875 x 2.375 3.75 4.2 (65 x 65 x 50) (73,0 x 73,0 x 60,3) (95,3) (1,9) 76mm x 76mm x 1 3.00 x 3.00 x 1.31 3.75 3.8 (65 x 65 x 25) (76,1 x 76,1 x 33,4) (95,3) (1,7) 76mm x 76mm x 1-1/4 3.00 x 3.00 x 1.66 3.75 4.0 (65 x 65 x 32) (76,1 x 76,1 x 42,4) (95,3) (1,8) 76mm x 76mm x 1-1/2 3.00 x 3.00 x 1.90 3.75 4.2 (65 x 65 x 40) (76,1 x 76,1 x 48,3) (95,3) (1,9) 3 x 3 x 3/4 3.50 x 3.50 x 1.05 4.25 5.2 (80 x 80 x 20) (88,9 x 88,9 x 26,7) (108,0) (2,4) 3 x 3 x 1 3.50 x 3.50 x 1.31 4.25 5.7 (80 x 80 x 25) (88,9 x 88,9 x 33,4) (108,0) (2,6) 3 x 3 x 1-1/2 3.50 x 3.50 x 1.90 4.25 5.8 (80 x 80 x 40) (88,9 x 88,9 x 48,3) (108,0) (2,6) 3 x 3 x 2 3.50 x 3.50 x 2.37 4.25 5.9 (80 x 80 x 50) (88,9 x 88,9 x 60,3) (108,0) (2,7) 3 x 3 x 2-1/2 3.50 x 3.50 x 2.87 4.25 6.3 (80 x 80 x 65) (88,9 x 88,9 x 73,0) (108,0) (2,9) 3 x 3 x 76mm 3.50 x 3.50 x 3.00 4.25 6.5 (80 x 80 x 65) (88,9 x 88,9 x 76,1) (108,0) (2,9) 4 x 4 x 3/4 4.50 x 4.50 x 1.05 3.75 6.4 (100 x 100 x 20) (114,3 x 114,3 x 26,7) (95,3) (2,9) 4 x 4 x 1 4.50 x 4.50 x 1.31 5.00 6.9 (100 x 100 x 25) (114,3 x 114,3 x 33,4) (127,0) (3,1) 4 x 4 x 1-1/4 4.50 x 4.50 x 1.66 5.00 7.6 (100 x 100 x 32) (114,3 x 114,3 x 42,4) (127,0) (3,4) 4 x 4 x 1-1/2 4.50 x 4.50 x 1.90 5.00 8.3 (100 x 100 x 40) (114,3 x 114,3 x 48,3) (127,0) (3,8) 4 x 4 x 2 4.50 x 4.50 x 2.37 5.00 9.6 (100 x 100 x 50) (114,3 x 114,3 x 60,3) (127,0) (4,4) 4 x 4 x 2-1/2 4.500 x 4.500 x 2.875 5.00 10.0 (100 x 100 x 65) (114,3 x 114,3 x 73,0) (127,0) (4,5) x 4 x 76mm 4.500 x 4.500 x 3.00 5.00 10.5 (100 x 100 x 65) 1 (114,3 x 114,3 x 76,1) (127,0) (4,8) a. Figure 323 not available for the EMEA market. FIGURE 10 (1 0F3) FIGURE 323 FABRICATED GROOVE X GROOVE X MALE THREAD REDUCING TEES (SEGMENT WELDED) NOMINAL DIMENSIONS TFPI8I5 Page 15 of 26 Nominal Pipe Size Nominal CtoE Approx. Weight O.D. Inches Lbs. ANSI Inches Inches (mm) (kg) (mm) 4 x 4 x 3 4.50 x 4.50 x 3.50 5.00 10.3 (100 x 100 x 80) (114,3 x 114,3 x 88,9) (127,0) (4,7) 5 x 5 x 2 5.56 x 5.56 x 2.37 5.50 14.0 (125 x 125 x 50) (141,3 x 141,3 x 60,3) (139,7) (6,4) 5 x 5 x 2-1/2 5.56 x 5.56 x 2.87 5.50 14.3 (125 x 125 x 65) (141,3 x 141,3 x 73,0) (139,7) (6,5) 5 x 5 x 76mm 5.56 x 5.56 x 3.00 5.50 14.5 (125 x 125 x 65) (141,3 x 141,3 x 76,1) (139,7) (6,6) 5 x 5 x 3 5.56 x 5.56 x 3.50 5.50 14.6 (125 x 125 x 80) (141,3 x 141,3 x 88,9) (139,7) (6,6) 5 x 5 x 4 5.56 x 5.56 x 4.50 5.50 15.1 (125 x 125 x 100) (141,3 x 141,3 x 114,3) (139,7) (6,8) 165mm x 165mm x 2 6.50 x 6.50 x 2.37 6.50 9.5 (150 x 150 x 50) (165,1 x 165,1 x 60,3) (165,1) (4,3) 165mm x 165mm x 2-1/2 6.50 x 6.50 x 2.875 6.50 9.7 (150 x 150 x 65) (165,1 x 165,1 x 73,0) (165,1) (4,4) 165mm x 165mm x 76mm 6.50 x 6.50 x 3.00 6.50 9.7 (150 x 150 x 65) (165,1 x 165,1 x 76,1) (165,1) (4,4) 165mm x 165mm x 3 6.50 x 6.50 x 3.50 6.50 9.8 (150 x 150 x 80) (165,1 x 165,1 x 88,9) (165,1) (4,4) 165mm x 165mm x 4 6.50 x 6.50 x 4.50 6.50 10.0 (150 x 150 x 100) (165,1 x 165,1 x 114,3) (165,1) (4,5) 165mm x 165mm x 5 6.50 x 6.50 x 5.563 6.50 10.2 (150 x 150 x 125) (165,1 x 165,1 x 141,3) (165,1) (4,6) 6 x 6 x 1-1/2 6.625 x 6.625 x 1.90 6.50 19.0 (150 x 150 x 40) (168,3 x 168,3 x 48,3) (165,1) (8,6) 6 x 6 x 2 6.625 x 6.625 x 2.375 6.50 21.3 (150 x 150 x 50) (168,3 x 168,3 x 60,3) (165,1) (9,7) 6 x 6 x 2-1/2 6.625 x 6.625 x 2.875 6.50 21.7 (150 x 150 x 65) (168,3 x 168,3 x 73,0) (165,1) (9,8) 6 x 6 x 76mm 6.625 x 6.625 x 3.00 6.50 14.5 (150 x 150 x 65) (168,3 x 168,3 x 76,1) (165,1) (6,6) 6 x 6 x 3 6.625 x 6.625 x 3.500 6.50 22.0 (150 x 150 x 80) (168,3 x 168,3 x 88,9) (165,1) (10,0) 6 x 6 x 4 6.625 x 6.625 x 4.500 6.50 22.5 (150 x 150 x 100) (168,3 x 168,3 x 114,3) (165,1) (10.2) 6 x 6 x 5 6.625 x 6.625 x 5.563 6.50 23.1 (150 x 150x 125) (168,3 x 168,3 x 141,3) (165,1) 10,5 8 x 8 x 2 8.63 x 8.63 x 2.37 7.75 32.7 (200 x 200 x 50) (219,1 x 219,1 x 60,3) (196,9) (14,8) 8 x 8 x 3 8.63 x 8.63 x 3.50 7.75 33.5 (200 x 200 x 80) (219,1 x 219,1 x 88,9) (196,9) (15,2) 8 x 8 x 4 8.63 x 8.63 x 4.50 7.75 34.5 (200 x 200 x 100) (219,1 x 219,1 x 114,1) (196,9) (15,6) 8 x 8 x 5 8.63 x 8.63 x 5.56 7.75 34.7 (200 x 200 x 125) (219,1 x 219,1 x 141,3) (196,9) (15,7) 8 x 8 x 165mm 8.63 x 8.63 x 6.50 7.75 35.0 (200 x 200 x 150) (219,1 x 219,1 x 165,1) (196,9) (15,9) a. Figure 323 not available for the EMEA market. _ II CtoE FIGURE 10 (2 OF 3) FIGURE 323 FABRICATED GROOVE X GROOVE X MALE THREAD REDUCING TEES (SEGMENT WELDED) NOMINAL DIMENSIONS TFPI8I5 Page 16 of 26 C to E C to E Nominal Pipe Size Nominal CtoE Approx. Weight O.D. Inches Lbs. ANSI Inches Inches (mm) (kg) (mm) 8 x 8 x 6 8.63 x 8.63 x 6.63 7.75 35.6 (200 x 200 x 150) (219,1 x 219,1 x 168,3) (196,9) (16,1) 10 10 2 10.75 x 10.75 x 2.37 9.00 52.2 (250 x 250 x 50) (273,0 x 273,0 x 60,3) (228,6) (23,7) 10 10 3 10.75 x 10.75 x 3.50 9.00 53.0 (250 x 250 x 80) (273,0 x 273,0 x 88,9) (228,6) (24,0) lOx lOx 4 10.75 x 10.75 x 4.50 9.00 53.6 (250 x 250 x 100) (273,0 x 273,0 x 114,3) (228,6) (24,3) lOx lOx 5 10.75 x 10.75 x 5.56 9.00 54.2 (250 x 250 x 125) (273,0 x 273,0 x 141,3) (228,6) (24,6) 10 x 10 x 165mm 10.75 x 10.75 x 6.50 9.00 55.5 (250 x 250 x 150) (273,0 x 273,0 x 165,1) (228,6) (25,2) 10 10 x 6 10.75 x 10.75 x 6.63 9.00 54.9 (250 x 250 x 150) (273,0 x 273,0 x 168,3) (228,6) (24,9) 10 x 10 x 8 10.75 x 10.75 x 8.63 9.00 55.3 (250 x 250 x 200) (273,0 x 273,0 x 219,1) (228,6) (25,1) 12 x 12 x 3 12.75 x 12.75 x 3.50 10.00 74.6 (300 x 300 x 80) (323,9 x 323,9 x 88,9) (254,0) (33,8) 12 x 12 x 4 12.75 x 12.75 x 4.50 10.00 75.1 (300 x 300 x 100) (323,9 x 323,9 x 141,3) (254,0) (34,1) 12 x 12 x 5 12.75 x 12.75 x 5.563 10.00 75.6 (300 x 300 x 125) (323,9 x 323,9 x 114,3) (254,0) (34,3) 12 x 12 x 165mm 12.75 x 12.75 x 6.50 10.00 76.2 (300 x 300 x 150) (323,9 x 323,9 x 165,1) (254,0) (34,6) 12 x 12 x 6 12.75 x 12.75 x 6.625 10.00 76.2 (300 x 300 x 150) (323,9 x 323,9 x 168,3) (254,0) (34,6) 12 x 12 x 8 12.750 x 12.750 x 8.625 10.00 76.3 (300 x 300 x 200) (323,9 x 323,9 x 219,1) (254,0) (34,6) 12x12x10 12.750 x 12.750 x 10.750 10.00 77.6 (300 x 300 x 250) (323,9 x 323,9 x 273,0) (254,0) 1 (35,2) a. Figure 323 not available for the EMEA market. FIGURE 10 (3 OF 3) FIGURE 323 FABRICATED GROOVE X GROOVE X MALE THREAD REDUCING TEES (SEGMENT WELDED) NOMINAL DIMENSIONS TFPI8I5 Page 17 of 26 Nominal Pipe Size E to E Inches Approx. Weight ANSI Inches Pipe O.D.(mm) (kg) (DN) Inches (mm) 1-1/2 x 1 1.90 x 1.31 2.50 0.6 (40 x 25) (48,3 x 33,7) (63,5) (0,3) 2 x 3/4 2.37 x 1.05 2.50 1.0 (50 x 20) (60,3 x 26,7) (63,5) (0,5) 2 x 1 2.37 x 1.31 2.50 0.8 (50 x 25) (60,3 x 33,4) (63,5) (0,4) 2 x 1-1/4 2.37 x 1.66 2.50 0.8 (50x32) (60,3x42,4) (63,5) (0,4) 2 x 1-1/2 2.37 x 1.90 2.50 0.8 (50x40) (60,3x48,3) (63,5) (0,4) 2-1/2 x 1 2.87 x 1.31 2.50 0.9 (65 x 25) (73,0 x 33,4) (63,5) (0,4) 2-1/2 x 1-1/4 2.87 x 1.66 2.50 1.0 (65 x 32) (73,0 x 42,4) (63,5) (0,5) 2-1/2 x 1-1/2 2.87 x 1.90 2.50 1.3 (65 x 40) (73,0 x 48,3) (63,5) (0,6) 2-1/2 x 2 2.87 x 2.37 2.50 1.2 (65 x 50) (73,0 x 60,3) (63,5) (0,5) 76mm x 1-1/4 3.00 x 1.66 2.50 1.0 (65 x 32) (76,1 x 42,4) (63,5) (0,5) 76mm x 1-1/2 3.00 x 1.90 2.50 1.1 (65 x 40) (76,1 x 48,3) (63,5) (0,5) 76mm x 2 3.00 x 2.37 2.50 1.2 (65 x 50) (76,1 x 60,3) (63,5) (0,5) 3 x 3/4 3.50 x 1.05 2.50 1.1 (80 x 20) (88,9 x 26,7) (63,5) (0,5) 3 x 1 3.50 x 1.31 2.50 1.3 (80 x 25) (88,9 x 33,4) (63,5) (0,6) 3 x 1-1/4 3.50 x 1.66 2.5 1.3 (80x32) (88,9x42,4) (63,5) (0,6) 3 x 1-1/2 3.50 x 1.90 2.50 1.3 (80x40) (88,9x48,3) (63.5) (0,6) 3 x 2 3.50 x 2.37 2.50 1.3 (80 x 50) (88,9 x 60,3) (63.5) (0,6) 3 x 2-1/2 3.50 x 2.87 2.50 1.5 (80 x 65) (88,9 x 73,0) (63.5) (0,7) 3 x 76mm 3.50 x 3.00 2.50 1.5 (80 x 65) (88,9 x 76,1) (63.5) (0,7) 4 x 1 4.50 x 1.31 3.00 1.8 (100 x 25) (114,3 x 33,4) (76,2) (0,8) 4 x 1-1/4 4.50 x 1.66 3.00 2.0 (100 x 32) (114,3 x 42,4) (76,2) (0,9) 4 x 1-1/2 4.50 x 1.90 3.00 2.3 (100 x 40) (114,3 x 48,3) (76,2) (1,0) 4 x 2 4.50 x 2.37 3.00 2.3 (100 x 50) (114,3 x 60,3) (76,2) (1,0) 4 x 2-1/2 4.50 x 2.87 3.00 2.3 (100 x 65) (114,3 x 73,0) (76,2) (1,0) a. Figure 372 not available for the EMEA market. FIGURE 11 (1 0F2) FIGURE 372 FABRICATED CONCENTRIC REDUCER GROOVE X MALE THREAD (MPT) NOMINAL DIMENSIONS E to E TFPI815 Page 18 of 26 Nominal Pipe Size E to E Inches Approx. Weight ANSI Inches Pipe O.D (mm) (mm) 4 x 3 4.50 x 3.50 3.00 2.6 (100 x 80) (114,3 x 88,9) (76,2) (1,2) 5 x 4 5.56 x 4.50 3.50 4.5 (125x100) (141,3 x 114,3) (88,9) (2,0) 165mm x 1 6.50 x 1.31 4.00 1.2 (150 x 25) (165,1 x 33,4) (101,6) (0,5) 165mm x 2 6.50 x 2.37 4.00 5.5 (150x50) (165,1 x60,3) (101,6) (2,5) 165mm x 76mm 6.50 x 3.00 4.00 5.7 (150 x 65) (165,1 x 76,1) (101,6) (2,6) 165mm x 3 6.50 x 3.50 4.00 5.8 (150 x 50) (165,1 x 88,9) (101,6) (2,6) 165mm x 4 6.50 x 4.50 4.00 5.8 (150 x 50) (165,1 x 114,3) (101,6) (2,6) 165mm x 5 6.50 x 5.563 4.00 5.8 (150 x 50) (165,1 x 141,3) (101,6) (2,6) 6 x 1 6.63 x 1.31 4.00 5.2 (150 x 25) (168,3 x 33,4) (101,6) (2,4) 6 x 2 6.63 x 2.37 4.00 5.4 (150 x 50) (168,3 x 60,3) (101,6) (2,4) 6 x 2-1/2 6.63 x 2.87 4.00 5.6 (150 x 65) (168,3 x 73,0) (101,6) (2,5) 6 x 76mm 6.63 x 3.00 4.00 5.8 (150 x65) (168,3x76,1) (101,6) (2,6) 6 x 3 6.63 x 3.50 4.00 6.0 (150 x 80) (168,3 x 88,9) (101,6) (2,7) 6 x 4 6.63 x 4.50 4.00 6.2 (150 x 100) (168,3 x 114,3) (101,6) (2,8) 6 x 5 6.63 x 5.56 4.00 6.7 (150 x 125) (168,3 x 141,3) (101,6) (3,0) a. Figure 372 not available for the EMEA market. FIGURE 11 (2 0F2) FIGURE 372 FABRICATED CONCENTRIC REDUCER GROOVE X MALE THREAD (MPT) NOMINAL DIMENSIONS E to E TFP1BI5 Page 19 of 26 Nominal Pipe Size Figures 211, 311, & 511 Figures 212, 312, & 512 O.D.ominal Approx. Nominal Approx. ANSI Inches C to E Weight C to E Weight (DN) Inches mm, Inches Lbs. Inches Lbs. (mm) (kg) (mm) (kg) 1-1/4 1.660 1.38 0.4 1.75 0.4 (32) (42,4) (35,1) (0,2) (44,5) (0,2) 1-1/2 1.900 1.38 0.5 1.75 0.5 (40) (48,3) (35,1) (0,2) (44,5) (0,2) 2 2.375 1.38 0.6 1.88 0.6 (50) (60,3) (35,1) (0,3) (47,8) (0,3) 2-1/2 2.875 1.50 1.1 2.00 0.7 (65) (73,0) (38,1) (0,5) (50,8) (0.3) 76,1mm 3.000 1.50 1.1 2.00 1.2 (65) (76,1) (38,1) (0,5) (50,8) (0,5) 3 3.500 1.50 1.2 2.25 1.4 (80) (88,9) (38,1) (0,5) (57,2) (0,6) 4 4.500 1.75 2.2 2.63 2.4 (100) (114,3) (44,5) (1,0) (66,8) (1,1) 139,7mm 5.500 2.00 2.3 2.88 2.5 (125) (139,7) (50,8) (1,0) (73,2) (1,1) 5 5.563 2.00 3.3 2.88 4.1 (125) (141,3) (50,8) (1,5) (73,2) (1,9) 165,1mm 6.500 2.00 3.5 3.13 4.3 (150) (165,1) (50.8) (1,6) (79,5) (2,0) 6 6.625 2.00 4.6 3.13 5.6 (150) (168,3) (50.8) (2,1) (79,5) (2,5) 8 8.625 2.00 8.7 3.88 11.1 (200) (219,1) (50,8) (3,9) (98,6) (5,0) 10 10.750 2.13 9.1 4.38 14.0 (250) (273,0) (54,1) (4,1) (111,3) (6,4) 12 12.750 2.25 16.7 4.88 22.0 (300) (323,9) (57,2) (7,6) (124,0) (10,0) C to E F0 FIGURES 211, 311, & 511 FABRICATED 111/40 ELBOW (SEGMENT WELDED) r C to E FIGURES 212, 312, & 512 FABRICATED 221/20 ELBOW (SEGMENT WELDED) FIGURE 12 FIGURES 211, 311, AND 511 FABRICATED ELBOWS AND FIGURES 212, 312, AND 512 FABRICATED ELBOWS NOMINAL DIMENSIONS TFPI8I5 Page 20 of 26 Nominal Pipe Size Figures 391, 392 & 393(a) Nominal Approx. ANSI Inches O.D. Inches E to E Weight (DN) (mm) Inches Lbs. (mm) (kg) 1-1/4 1.660 4.00 0.8 (32) (42,4) (101,6) (0,4) 1-1/2 1.900 4.00 0.9 (40) (483) (101,6) (0,4) 2 2.375 4.00 1.2 (50) (60,3) (101,6) (0,5) 2-1/2 2.875 4.00 1.9 (65) (73,0) (101,6) (0,9) 76,1mm 3.000 4.00 1.9 (65) (76,1) (101,6) (0,9) 3 3.500 4.00 2.5 (80) (88,9) (101,6) (1,1) 4 4.500 6.00 5.5 (100) (114,3) (154,4) (2,5) 139,7mm 5.500 6.00 5.6 (125) (139,7) (154,4) (2,5) 5 5.563 6.00 7.4 (125) (141,3) (154,4) (3,4) 165,1mm 6.500 6.00 7.6 (150) (165,1) (154,4) (3,4) 6 6.625 6.00 9.5 (150) (168,3) (154,4) (4,3) 8 8.625 6.00 14.2 (200) (219,1) (154,4) (6,4) 10 10.750 8.00 27.0 (250) (273,0) (203,2) (12,2) 12 12.750 8.00 33.0 (300) (323,9) (203,2) (15,0) a. Figure 391, Figure 392, and Figure 393 are not available for the EMEA market. E to F 11 FIGURE 391(1) FABRICATED ADAPTER NIPPLE GROOVE X MALE THREAD (MA) - E to E H FIGURE 392(1) FABRICATED ADAPTER NIPPLE GROOVE X GROOVE E to E H FIGURE 393(1) FABRICATED ADAPTER NIPPLE GROOVE X PLAIN FIGURE 13 FIGURES 391, 392, AND 393 FABRICATED ADAPTER NIPPLES NOMINAL DIMENSIONS TFPISI5 Page 21 of 26 H C to TE C to GE !H O.D. Nominal Nominal Approx. ANSI Inches Inches C to GE C to TE Weight (DN) (mm) Inches Inches Lbs. (mm) (mm) (kg 5 x 5 x 8 5.563 x 5.563 x 8.625 13.313 9.313 27.8 (125 X 125 X 200) (141,3 x 141,3 x 219,1) (388,14) (236,55) (12,6) 6 x 6 x 8 6.625 x 6.625 x 8.625 13.313 8.750 36.7 (150 X 150 X 200) (168,3 x 168,3 x 219,1) (388,14) (222,25) (16,4) a. Figure 507/50L not available for the EMEA market. FIGURE 14 FIGURE 507/50L FABRICATED BULLHEAD TEE NOMINAL DIMENSIONS O.D. Nominal Nominal Approx. ANSI Inches Inches to GE C to TE Weight (DN) (mm) Inches Inches Lbs. (mm) (mm) (kg) 4 x 4 x 2-1/2 5.563 x 5.563 x 8.625 13.313 9.313 8.7 (100 X 100 X 65) (141,3 x 141,3 x 219,1) (388,14) (236,55) (3,9) 6 x 6 x 2-1/2 6.625 x 6.625 x 8.625 13.313 8.750 13.7 (150 X 50 X 65) (168,3 x 168,3 x 219,1) (388,14) (222,25) (6,2) a. Figure 328 not available for the EMEA and APAC market. FIGURE 15 FIGURE 328 FABRICATED STANDPIPE TEE NOMINAL DIMENSIONS C to TE CtoGE TFPI8I5 Page 22 of 26 Friction Resistance Nominal Pipe Size Elbows Elbows Tee(1) Tee 900 45° Branch Run O.D. D Feet Feet Feet Feet ANSI Inches Inches (m) (m) (m) (m) (mm) 1 1.31 1.3 0.8 3.7 1.3 (25) (33,4) (0,4) (0.3) (1,1) (0.6) 1-1/4 1.7 1.9 1.0 4.8 1.9 (32) (42,4) (0,6) (0,3) (1,5) (0,6) 1-1/2 1.9 2.3 1.2 5.8 2.3 (40) (48,3) (0,7) (0,4) (1,8) (0,7) 2 2.4 3.2 1.6 8.0 3.2 (50) (60,3) (1,0) (0,5) (2,5) (1,0) 2-1/2 2.9 3.9 2.0 9.8 3.9 (65) (73,0) (1,2) (0,6) (3,0) (1,2) - 3.0 4.1 2.1 10.3 4.1 (65) (76,1) (1,2) (0,6) (3,1) (1,2) 3 3.5 4.9 2.4 12.2 4.9 (80) (88,9) (1,5) (0,7) (3,7) (1,5) 4 4.5 6.5 3.3 16.3 6.5 (100) (114,3) (2,0) (1,0) (5,0) (2,0) - 5.5 8.0 4.1 20.0 8.0 (125) (139,7) (2,4) (1,3) (6,1) (2,4) 5 5.6 8.2 4.1 20.5 8.2 (125) (141,3) (2,5) (1,3) (6,3) (2,5) - 6.5 9.5 4.8 23.8 9.5 (150) (165,1) (2,9) (1,4) (7,2) (2,9) 6 6.6 9.9 5.0 24.8 9.9 (150) (168,3) (3,0) (1,5) (7,6) (310) 8 8.6 13.1 6.6 32.8 13.1 (200) (219,1) (4,0) (2,0) (10,0) (4,0) 10 10.8 16.5 8.3 41.3 16.5 (250) (273,0) (5,0) (2,5) (12,6) (5,0) 12 12.8 19.9 9.9 49.7 19.9 (300) (323,9) (6,1) (3,0) (15,1) (6,1) a. For the reducing tee branches, use The value that is corresponding to the branch size. Example: For 8" x 8" x 2" tee, the branch value of 2" is 8.0 feet. For sizes not listed interpolate from the values shown. TABLE A FRICTION RESISTANCE FOR FIGURES 501, 510, 5IODE AND 519 (EXPRESSED AS EQUIVALENT STRAIGHT PIPE) TFPI8I5 Page 23 of 26 Friction Resistance Nominal Pipe Size Elbows Elbows Tee* Tee 900 450 Branch Run O.D. D Feet Feet Feet Feet ANSI Inches Inches (m) (m) (m) (m) (mm) 2 2.4 3.5 1.6 8.0 3.2 (50) (60,3) (1,1) (0,5) (2,4) (1,0) 2-1/2 2.9 4.3 2.0 9.8 3.9 (65) (73,0) (1,3) (0,6) (3,0) (1,2) - 3.0 4.3 2.1 10.3 4.1 (65) (76,1) (1,3) (0,6) (3,1) (1,2) 3 3.5 5.0 2.4 12.2 4.9 (80) (88,9) (1,5) (0,7) (3,7) (1,5) 4 4.5 6.7 3.3 16.3 6.5 (100) (114,3) (2,0) (1,0) (5,0) (2,0) - 5.5 8.3 4.1 20.0 8.0 (125) (139,7) (2,5) (1,2) (6,1) (2,4) 5 5.6 8.5 4.3 21.5 8.6 (125) (141,3) (2,5) (1,3) (6,5) (2,6) - 6.5 9.6 4.8 23.8 9.5 (150) (165,1) (2,9) (1,5) (7,3) (2,9) 6 6.6 10.0 5.0 24.8 9.9 (150) (168,3) (310) (1,5) (7,6) (3,0) 8 8.6 13.1 6.6 32.8 13.0 (200) (219,1) (4,0) (2,0) (10,0) (4,0) TABLE B FRICTION RESISTANCE FOR FIGURES 510S AND 519S (EXPRESSED AS EQUIVALENT LENGTH OF STRAIGHT SCHEDULE 40 STEEL PIPE) TFPI815 Page 24 of 26 Figure 501 Figure 510 Figure 519 Nominal Pipe Cast 450 Elbow Cast 90° Elbow Cast Tee Size psi psi psi bar bar bar Ansi O.D. Inches Inches UL FM VdS LPCB UL FM VdS LPCB UL FM VdS LPCB (DN) mm 1 1.31 (25) (33,4) - - - - - - - - - - 1-1/4 1.66 365 365 232 290 365 232 290 (32) (42,4) - - - - (25,2) (25,2) (16,0) (20,0) - (25,2) (16,0) (20,0) 1-1/2 1.90 365 365 232 290 365 232 290 (40) (48,3) - - - - (25,2) (25,2) (16,0) (20,0) - (25,2) (16,0) (20,0) 2 2.37 365 365 232 290 365 365 232 290 365 365 232 290 (50) (60,3) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 2-1/2 2.87 365 365 365 365 365 365 (65) (73,0) (25,2) (25,2) - - (25,2) (25,2) - - (25,2) (25,2) - - 76,1 mm 3.00 365 365 232 290 365 365 232 290 365 365 232 290 (65) (76,1) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 3 3.50 365 365 232 290 365 365 232 290 365 365 232 290 (80) (88,9) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 4 4.50 365 365 232 290 365 365 232 290 365 365 232 290 (100) (114,3) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 139,1mm 5.50 365 365 232 365 365 232 365 365 232 (125) (139,7) (25,2) (25,2) (16,0) - (25,2) (25,2) (16,0) - (25,2) (25,2) (16,0) - 5 5.56 365 365 365 (125) (141,3) - (25,2) - - - (25,2) - - - (25,2) - - 165,1 mm 6.50 365 365 290 365 365 290 365 365 290 (150) (165,1) (25,2) (25,2) - (20,0) (25,2) (25,2) (20,0) (25,2) (25,2) - (20,0) 6 6.63 365 365 232 290 365 365 232 290 365 365 232 290 (150) (168,3) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 8 8.63 365 365 232 290 365 365 232 290 365 365 232 290 (200) (219,1) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 10 10.75 (250) (273,0) - - - - - - - - - - - - 12 12.75 (300) (323,9) - - - - - - - - - - - - TABLE C FIGURE 501 AND FIGURE 510 CAST ELBOWS, AND 519 CAST TEE LISTED/APPROVED PRESSURE RATING TFPI8I5 Page 25 of 26 Figure 260 Figure 510S Figure 519S Nominal Pipe Cast End Cap Cast 900 Elbow Cast Tee Size psi psi psi bar bar bar Ansi O.D. Inches Inches UL FM VdS LPCB UL FM VdS LPCB UL FM VdS LPCB (ON) (mm) 1 1.31 500 (25) (33,4) (34,5) - - - - - - - - - - - 1-1/4 1.66 500 500 (32) (42,4) (34,5) (34,5) - - - - - - - - - 1-1/2 1.90 500 500 (40) (48,3) (34,5) (34,5) - - - - - - - - - - 2 2.37 500 500 365 365 232 290 365 365 232 290 (50) (60,3) (34,5) (34,5) - - (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 2-1/2 2.87 500 500 365 365 365 365 (65) (73,0) (34,5) (34,5) - - (25,2) (25,2) - - (25,2) (25,2) - - 76,1 mm 3.00 500 500 365 365 232 290 365 365 290 (65) (76,1) (34,5) (34,5) - - (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) - (20,0) 3 3.50 500 500 365 365 232 290 365 365 232 290 (80) (88,9) (34,5) (34,5) - - (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 4 4.50 500 500 365 365 232 290 365 365 232 290 (100) (114,3) (34,5) (34,5) - - (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 139,1mm 5.50 500 500 365 365 232 365 365 232 (125) (139,7) (34,5) (34,5) - (25,2) (25,2) (16,0) - (25,2) (25,2) (16,0) - 5 5.56 500 500 365 365 (125) (141,3) (34,5) (34,5) - - - (25,2) - - - (25,2) - - 165,1mm 6.50 500 500 365 365 365 365 (150) (165,1) (34,5) (34,5) - - (25,2) (25,2) - - (25,2) (25,2) - 6 6.63 500 500 365 365 232 290 365 365 232 290 (150) (168,3) (34,5) (34,5) - - (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 8 8.63 500 500 365 365 232 290 365 365 232 290 (200) (219,1) (34,5) (34,5) - - (25,2) (25,2) (16,0) (20,0) (25,2) (25,2) (16,0) (20,0) 10 10.75 500 500 (250) (273,0) (34,5) (34,5) 12 12.75 500 500 (300) (323,9) (34,5) (34,5) TABLED FIGURE 260 CAST END CAP, FIGURE 510S CAST ELBOW, AND FIGURE 519S CAST TEE LISTED/APPROVED PRESSURE RATING TF01815 Page 26 of 26 Pk Nominal Pipe ADACAP Size PS bar Inches xNPT (DN) UL FM VdS LPCB 1-1/2x1/2 300 300 (40) (20,7) (20,7) - 1-1/2 x 3/4 300 300 (40) (20,7) (20,7) - - 1-1/2x1 300 300 (40) (20,7) (20,7) - - 2x1/2 300 300 (50) (20,7) (20,7) - - 2x3/4 300 300 (50) (20,7) (20,7) - - 2 x 1 300 300 (50) (20,7) (20,7) - - 2-1/2x1/2 300 300 (65) (20,7) (20,7) - - 2-1/2 x 3/4 300 300 (65) (20,7) (20,7) - - 2-1/2 x 1 300 300 (65) (20,7) (20,7) - - TABLE A DA CA P LISTED/APPROVED PRESSURE RATING Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure GRINNELL Products are available glob- ally through a network of distribution centers. For the nearest distributor, visit www.grinnell.com. When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. t ca Fire Protection Products Set Screw and Locknut Included Fig. 65X1-318 - Beam Clamp 3/4" (19.0) 7/fl' (22.2) Set Screw and Locknut Included 13/8" (34.9) c®us LISTED LTJ Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (100mm) pipe. Designed to meet or exceed requirements of FM OS 2-0. ®TDLCO C®us LISTED Fig. 65X1 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening (bottom of page) Size Range: Fig. 65 - 1/2"..13 rod sizes, and /8-11 rod sizes Fig. 65XT - /-16 rod size (see below) Material: Steel with hardened cup point set screw and jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /8"-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2'..13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part F Approx. Wt./100 L 65-1/2 11/4" * Maximum loads for clamp with set screw in up or down position. in millimeters COOPER B-Line Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range: /8-16 & 1/2L13 rod 4" (101,6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Component of State of California OSHPD Approved Seismic Restraints System ®TOLCO us USTED Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Features: Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in Section "A-A" or inverted. Allows easy installation for new construction or retrofit applications. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore the beveled locking slot of the Fig. 69R will provide a secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Finish: Pre-Galvanized Order By: Figure number, length, and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any Cooper B-Line or TOLCO beam clamp. * Patent #5,947,424 Slot Width Length Part INo. . 69R-3/8-L /16" (30.1) Specify 69R-1/2-L /16" (30.1) Specify All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP_ 00 COOPER B-Line Fig. 2001J2. 200-I4 Fig. 200-2I2 to 200-8 Fig. 200 Fig. 200S 4 Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig. B317ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut C® US LISTED Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design - - keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. ' For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Fig. 200-1 to 200-2 Conforms to Federal Specifications WW-H-171 F & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) rifliSri. Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of . "1 Fig. 200C Fig. 200F PartTIr'. 200-/2 Pipe 1/2° Size (15) Rod Size I I /8°-16 31/8" I A (79.4) I 2/81, B (66.7) Approx. II I I 11 (5.0) 200-/4 3/4" (20) /8°-16 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200-1 ill (25) /811-16 3/8" (85.7) 2I81, (66.7) 12 (5.5) 200-11/4 11/4 (32) 3/811-16 33/4 (940) 2I8 (730) 13 (59) 200_11/2 11/2° (40) I8°-16 3/81, (98.4) 2/8" (73.0) 14 (6.4) 200-2 2" (50) /8°-16 41/2° (114.3) 3" (76.3) 15 (6.9) 200_21/2 21/2 (65) /8°-16 55/1, (142.9) 41/8' (104.7) 27 (12.3) 200-3 3" (75) /8"-16 5/8" (149.1) 4° (101.6) 29 (13.3) 200_31/2 31/2 (90) /8°-16 7/8" (187.3) 51/4 (133.3) 34 (15.6) 200-4 4" (100) /811-16 7/8" (187.3) 5" (127.0) 35 (16.0) 200-5 5" (125) 1/2"_13 91/8 (231.8) 61/4" (158.7) 66 (30.2) 200-6 6" (150) 1/2 '13 101/8" (257.2) 6I4" (171.4) 73 (33.4) 200-8 8" (200) 1 1/2"_13 131/8" 1 (333.4) 1 8/4" 1 (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. FP_ 00 COOPER B-Line ®TOL.CO" c®us LISTED ig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** Double Fastener Strap Side Mounted (Cooper B-Line B3183) Size Ran -§4k 3/4' (20mm) thru 2 (50mm) CPVC pipe Material: Pre alvanized Steel Function: Intend e to perform as a hanger to support CPVC piping used in automatic fire sprinkle ystems. Can be installed on the top or on the bottom of a beam. Approvals: Underwriters La atones Listed in the USA (UL) and Canada (cUL) to support fire spr ler piping. May be installed in wood using fasteners supplied with product, or I o minimum 20 gauge (0.912mm) steel using (2) 1/4" x 1" tek type screws. Mee and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 24 incorporates features which otect the pipe and ease installation. The flared edge design protects CPVC pipe from any rough surface. Easily attaches to the building str ure using the two UL Listed hex head self threading screws* furnishe ith the product. It is recommended that rechargeable electric drills i ed with a hex socket attachment be used as installation tools. No impa ) (' 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. tl Finish: Pre-Galvanized Order By: Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. No. 24-/4 Pipe I 3/4" Ti Size (20) 2/16" A (58.7) 1/32 B (27.8) 1/16" ' Part C (30.2) Spacing 51/2 Max.Hanger1 . (1.67) Head E/16" Size (7.9) I.1._ 9 Approx. Wt./100 (4.1) 24-1 V. (25) 2/" (66.7) 1/16" (33.3) 1/16" (30.2) 6 (1.83) /16" (7.9) 1 9 (4.1) 24_11/4 11/4 (32) 3" (76.2) 11/2" (38.1) 1/16" (30.2) 61/2 (1.98) /16 (7.9) 11 0) 24_11/2 11/2" (40) 31/4" (82.5) 1/8" (42.3) 1/16" (30.2) 7 (2.13) /16" (7.9) 12 24-2 2" 1 (50) 311/16" 1 (93.7) 1 127/32" 1 (43.6) 1 1/16" 1 (30.2) 1 8 1 (2.44) 1 5/16" 1 (7.9) 1 15 1 (6.8) Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4" (20mm) thru 2 (40mm) pipe. Material: - Pre-Galvanized Steel Function: - Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4' (20mm) thru 2 (40mm). Patent #5,344,108 c®uS All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line ®TDLCO APPROVED Sp.t Rnit & Hardware Included 4-Way Riser Brace (plan view) Fig. 41 - Longitudinal "In-Line" Sway Brace Attachment Size Range: 21/2 (65mm) through 8(200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 21/2 (65mm) through 8" (200mm) pipe. For UL Listed information refer to page 46. Installation Instructions: Fig. 4L is the 'braced pipe attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe' and Cooper B-Line/TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. Longitudinal Brace 41_21/2 21/2' (65) 6/16" r4 4 4I (163.5) 21/2" (63.5) 2/4" (69.8) 1/2"13 1030(4.58) *Max. Design 1180(5.24) Load (FM) 1420(6.31) 1590(7.07) Approx. 253 (114.7) 4L-3 3 (80) 7 (177.8) 2/4 (69.8) 31/16 (778) 1/2"-13 1030(458) 1180(524) 1420 (631) 1590(7 07) 268 (121.5) 41.-4 (100) 81/2 (215.9) 3/8" (85.7) 311/16 (93.7) 1/2"13 530(2.36) 730(3.25) 890(3.96) 990(4.40) 348 (157.8) 4L-5 (125) 93/4' (247.6) 3/8" (98.4) 4/8° (111.1) 1/2"_13 530(2.36) 730(3.25) 890(3.96) 990(4.40) 380 (172.3) 4L-6 (150) 111/2" (292.1) 5" (127.0) 51/8" (130.2) 1/2"_13 530(2.36) 730(3.25) 890(3.96) 990(4.40) 640 (290.3) 4L-8 8" (200) 131/4 (336.5) 5/8" 1 (142.8)1 53/8" (142.9) l/2"..13 490(2.18) 680(3.02) 830(3.69) 930(4.13) 728 (330.2) FM Approved when used with 1", 11/4", 11&" or 2" Sch. 40 brace pipe. FM Approved design loads are based on ASD design method. Cooper B-Line, Inc.'s (Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line ------------ ------------------------------- Beam, truss, or Beam, truss, or girder girder Fig. 828 Shown Fig. ay pivot in an direc:ion Fig. 828 with )80 Fig. 828 - Universal Sway Brace Attachment to Steel ®TOLGO" Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to I8" (22.2mm) thick steel structure. For APPROVED thicknesses less than /8" (9.4mm) refer to Fig. 825. Material: Steel Cone Point o Set Bolts A Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, Set Bolts welded steel trusses, etc.. Secures brace to structure either across or along the Included beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Factory Mutual Approved (FM). NNN For UL Listed information refer to page 52. Installation Instructions: The Fig. 828 is the structural attachment Cone Point Set component of a longitudinal or lateral sway brace assembly. It is intended Bolt B to be combined with a Cooper B-Line/TOLCO transitional attachment, bracing pipe and a Cooper B-Line/TOLCO braced pipe attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting Fig. 980 or any other Cooper B-Line/TOLCO approved transitional fitting). - Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) -1 Order By: Figure number and finish , Patent #6,098,942 Canada Patent #2,286,659 Patent Pending Designed to meet or exceed requirements of FM DS 2-8. FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 300 440 450590 600-740 750-90° 1570 2220 1210 700 (6.98kN) (9.87kN) (5.38kN) (3.11kN) FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Brace Angle (degrees from vertical) 300-440 450590 600-740 750-900 690 970 1210 1330 (3.07kN) (4.31kN) (5.38kN) (5.91kN) FM Approved design loads are based on ASD design method. Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line ®rDLCD APP ROVb Set Bolt Included Mounting Hardware Is Not Included Fig. 980 Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Designed to meet or exceed requirements of FM DS 2-8. Fig. 4L Longitudinal Brace Fig. 980 — Universal Swivel Sway Brace Attachment — /8" to 3/4" Size Range: One size fits bracing pipe 1(25mm) thru 2' (50mm), Cooper B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line,TOLCO "braced pipe" attachment, Fig. 1000, 1001, 4L, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 60. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L or other TOLCO approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish. * Standard size. ** Mounting attachment hole size. Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Cooper B-Line, Inc.'s (Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP_ so COOPER B-Line APPROVED i.I !UiaI Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 2½' (65mm) thru 8" (200mm) IPS. * Pipe size used for bracing: 1 "(25mm) and 11/4" (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 64. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1(25mm) or 11/4" (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other Cooper B-Line/TOLCO bracing products. FM Approved Design Loads * 21/2" (65mm) pipe size - 1600 lbs. (7.11kN) 3" (75mm) to 4" (100mm) pipe size - 1700 lbs. (7.56kN) 5" (125mm) to 8" (200mm) pipe size - 1033 lbs. (4.59kN) Designed to meet or exceed requirements of FM DS 2-8. Pipe Size 21/2" (65) 1 " (24mm) 1001_21/2 X Part Number Brace Pipe 138.6 (62.8) & Approx. Wt./100 11/4" (32mm) 1001_21/2 X 11/4 Brace Pipe 160.4 (72.7) Design I-. FM 3 (80) 1001-3 X 147.2 (667) 1001 3 X 11/4 1687 (765) FM 4 (100) 1001-4 X 1609 (730) 1001 4 X 11/4 1824 (827) FM 6 (150) 1001-6 X 1900 (862) 1001 6 X 11/4 211.4 (959) FM 8 (200) 1001-8 X 2174 (986) 1001-8 X 11/4 238.8 (1083) FM ** See load ratinas in FM Annrnved Desirin I oact nhrt The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where? is the installation angle measured from the vertical. FM Approved design loads are based on ASD design method. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Size Range: /8"-16 thru 1/2"_13 rod, 1/2" (15mm) thru 8" pipe (200mm) Material: Steel Function: Recommended for attaching hanger rod to side of beams or walls. Designed to accommodate current rod schedule and fastener requirements per National Fire Protection Association (NFPA) Pamphlet 13. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish /) 78 - All Steel Ceiling Plate Size Rq: /8-16 rod Material: P'?.QaIvanized Steel Function: AttacInt to wood beams, ceilings, metal decks or walls. Can also be jed to steel beams. Approvals: Underwriters ratories Listed in the USA (UL) and Canada (cUL). Additionall'4L has listed the Fig. 78 with fasteners as shown in the table beTb Finish: Plain. Contact Cooper B-Line fo Iternative finishes and materials. Order By: Figure number, rod size and finish Patent #5,702,077 Pipe Size Qty UL Listed Fastener Table Fastener Type N.•. Material 1/2" - 2" 2 #14 X 11/4 A-point hex-washer-head sheet metal screw N ..Wood 21/2 - 4" 2 1/4" x 11/2 wood screws* 1/2 - 2" 2 1/4" X 1 tek screws Metal (18 ga *Q). 1/2" - 2" 2 #14 X 11/4 A-point hex-washer-head sheet metal screw Wood N 1/2" - 2" 2 #14 x 2" A-point-hex-washer-head sheet metal screw Wood thru /8" gyp board * No pre-drilling Larger pipe sizes can be hung with reduced spacing. Part C 0) i!i, A B C Hole Dia. D Thread Size Approx. Wt./I 04 iQflDI i i i II. i 78-3/8 1/2" - 2" (15-60) 3" (76.2) E U 15 (6.8) 0) CL CL Fig. 51 - Side Beam Bracket for NFPA Rod & Fastener Sizing All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. Accommodates up to 3 1/2"x 12 pitch roof. • Reduces installation cost. Allows 170 deflection from vertical. • Made in the U.S.A. 1/4' 1/4 1/4 3/8 3/8 8002957 8003957 8004957 8006957 8007957 GST 100 GST200 GST300 C-ST .75 C-ST 10 1/4 x 1 1/4x2 1/4x3 1/4 x 3/4' 1/4 x? 210 (7/16"OSB) 1760 (Fir) 2060 (Ar)___ 564 (3/4' Ply) - 300 25 25 25 25 25 125 125 25 125 125 38008957 GST20 1/4x2" 1760 (Fir) 850. 1475 25 5 3/8 8068925 GST2OSS 114x2 1760 (Fir) 850 25 125 - - - QL 3/8 8009925 GST25-380 3/8x2-I/2" - 2113 (Fir) 1500 25 125 3/8 8010957 GST3O 114x3 -: 6q(Rr) 5L 47 L5 ICe 3/8'. - 8069925 GST3OSS 1/4X3" 2060 (Fir) 25 - 125 - Pan #8113910 8" 8011925 6ST40 1Mx4 - 2180 (Fir) 25 125 3/8" 8012925 GST6O 1/4x6" 2230 (Fir) 25 125 1/2 8013925 GT2 1/4x2 1769 (Fir) 251251 112"_8014925 G:ST 2.5-380 3/8 x 2-1/2 2113 (Fir) 25 125 112 8015925 GST3 1M 2fl5(F) 25 25 1/2 8016925 GST4 1/4x4" 2180 (Fir) 25 125 T/2"_'8017925 GST6 I/4x6 2230(Fw) 25125J #14SWRed Nut Driver Part #8114910 #144 Black Nut Driver Part # 8113910 SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. -_ ç---7 ___ For the most up to date information, visit www.sammysuperscrew.com 4 1 oHS MADE IN U.S.A