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Report / 85O 51 / 1 / 6a/4 '6 °2 ' ' / 5 FIRESTOP CO. Fire Sprinkler Reports for Broadway Rose 12850 SW Grant Tigard, OR s 0 PROpF Prepared By Dee Lockwood A ► • R GON 0°tt‘ � 19 , 19. $ry 00� C�e ore Loos.- June 12, 2008 i" 12 - S FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 -445 -6388 Fax FIRESTOP CO. Pa•e 2 General Project Data Report General Data_ Project Title: FIRESTOP CO. Designed By: Dee Lockwood Date: June 12, 2008 Code Reference: Approving Agency: Client Name: Broadway Rose Phone: Project No. 2008 -122 Address: 12850 SW Grant City, State Zip Code: Tigard, OR Company Name: Representative: Company Address: City And State: Phone: Building Name: Building Owner: Contact at Building: Phone at Building: Project Data — Description Of Hazard: light Sprinkler System Type: WET Design Area Of Water Application: 2160 ft Maximum Area Per Sprinkler: 180 ft Default Sprinkler K- Factor: 5.30 K Default Pipe Material: SCHED 40 WET STEEL Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 100.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Model: Size: Temperature Rating: 165 F i = atS , . Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 107.00 psi Test Flow Rate: 2434.00 gpm Test Residual Pressure: 95.00 psi Calculated System Flow Rate: 325.40 gpm Calculated Inflow Residual Pressure: 55.72 psi Available Inflow Residual Pressure: 106.71 psi .am : ja mro Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm /ft Number Of Active Nodes: 33 Number Of Active Pipes: 38 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 12 Number Of Inactive Sprinklers: 0 t Active Version 200 Pipe Capacity Thursday, June 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. LockwooSTOd P ngi Eneeage ring L LC 503 - 546 -0628 503 - 445 -6388 Fax FIRE CO P Fire Sprinkler Input Data ndelnput Data __ -- S Pressure Node Non - Sprinkler Node No. Node Description Area Group Elevation Discharge KFactor (K) Estimate (psi) (feet) (gpm) 1 No Discharge N/A 55.72 0.00 0.00 2 Non - Sprinkler N/A 55.68 0.00 100.00 3 No Discharge N/A 55.45 0.00 0.00 4 No Discharge N/A 50.44 0.00 0.00 5 No Discharge N/A 47.47 1.00 0.00 6 No Discharge N/A 40.00 7.70 0.00 7 No Discharge N/A 28.24 16.30 0.00 8 No Discharge N/A 21.50 20.30 0.00 10 No Discharge N/A 14.24 20.30 0.00 11 No Discharge N/A 14.46 20.30 0.00 12 No Discharge N/A 14.86 20.30 0.00 13 No Discharge N/A 15.10 18.40 0.00 14 No Discharge N/A 15.51 18.40 0.00 15 No Discharge N/A 18.99 20.30 0.00 16 No Discharge N/A 26.26 20.30 0.00 20 No Discharge N/A 11.96 20.30 0.00 4 21 No Discharge N/A 11.98 20.30 0.00 22 No Discharge N/A 13.90 20.30 0.00 23 No Discharge N/A 14.11 20.30 0.00 24 No Discharge N/A 15.68 20.30 0.00 25 No Discharge N/A 15.83 20.30 0.00 • 201 Sprinkler 5.30 13.78 20.00 0.00 202 Sprinkler 5.30 13.78 20.00 0.00 203 Sprinkler 5.30 13.00 20.00 0.00 204 Sprinkler 5.30 12.77 20.00 0.00 • 205 Sprinkler 5.30 12.80 20.00 0.00 Active Version 200 Pipe Capacity Thursday, June 12, 2008 AFIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 -445 -6388 Fax . I FIRESTOP CO. Page 4 [ Fire Sprinkler Input Data ._Node-_ln-put Data4cont'c__y Sprinkler Pressure Node Non - Sprinkler Node No. Node Description Area Group Elevation Discharge KFactor (K) Estimate (psi) (feet) (gpm) 206 Sprinkler 5.30 12.61 20.00 0.00 207 Sprinkler 5.30 11.69 20.00 0.00 208 Sprinkler 5.30 11.53 20.00 0.00 209 Sprinkler 5.30 11.60 20.00 0.00 210 Sprinkler 5.30 12.97 20.00 0.00 211 Sprinkler 5.30 12.29 20.00 0.00 212 Sprinkler 5.30 12.03 20.00 0.00 Active Version 200 Pipe Capacity Thursday, June 12, 2008 IRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. ockwood Engineering LLC 503 -546 -0628 503 -445 -6388 Fax IRESTOP CO. Pa•e 5 Fire Sprinkler Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm /inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 CAST IRON, CEMENT 8.000 0 T 1.00 46.60 47.60 140 2 3 CAST IRON, CEMENT 4.000 0 15.00 0.00 15.00 140 3 4 Backflo Prey 5.000 Loss 4 5 PVC, CLASS 200 4.000 0 4ET 156.00 90.60 246.60 150 5 6 SCHED 10 WET STEEL 2.500 0 ETG 10.25 25.00 35.25 120 6 7 SCHED 10 WET STEEL 2.500 0 ETG 37.00 25.00 62.00 120 7 8 SCHED 10 WET STEEL 2.000 0 ET 3.20 18.00 21.20 120 8 15 SCHED 10 WET STEEL 2.000 0 2E 2.80 12.00 14.80 120 15 12 SCHED 10 WET STEEL 2.000 0 2E 30.60 12.00 42.60 120 15 14 SCHED 40 WET STEEL 1.250 0 ET 25.70 9.00 34.70 120 12 11 SCHED 10 WET STEEL 2.000 0 5.30 0.00 5.30 120 11 10 SCHED 10 WET STEEL 2.000 0 9.50 0.00 9.50 120 14 13 SCHED 40 WET STEEL 1.250 0 12.80 0.00 12.80 120 13 12 SCHED 40 WET STEEL 1.250 0 ET 24.30 9.00 33.30 120 20 21 SCHED 40 WET STEEL 1.250 0 9.50 0.00 9.50 120 21 22 SCHED 40 WET STEEL 1.250 0 2E 22.00 6.00 28.00 120 22 23 SCHED 10 WET STEEL 2.000 0 9.00 0.00 9.00 120 . 23 24 SCHED 10 WET STEEL 2.000 0 ET 20.00 18.00 38.00 120 24 25 SCHED 10 WET STEEL 2.000 0 10.50 0.00 10.50 120 16 7 SCHED 10 WET STEEL 2.000 0 T 4.40 12.00 16.40 120 25 16 SCHED 40 WET STEEL 1.250 0 2T 67.00 12.00 79.00 120 24 8 SCHED 40 WET STEEL 1.250 0 2T 68.00 12.00 80.00 120 23 202 SCHED 40 WET STEEL 1.250 0 T 9.80 6.00 15.80 120 202 201 SCHED 40 WET STEEL 1.250 0 11.90 0.00 11.90 120 201 14 SCHED 40 WET STEEL 1.250 0 ET 19.10 9.00 28.10 120 22 205 SCHED 40 WET STEEL 1.250 0 2ET 13.70 12.00 25.70 120 Active Version 200 Pipe Capacity Thursday, June 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 -546 -0628 503 - 445 -6388 Fax FIRESTOP CO Page 6 . Fire Sprinkler Input Data ' e_lnput Data (t ont'd) Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter T ype Fitting Length Length Length (gpm /inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 205 204 SCHED 40 WET STEEL 1.250 0 12.75 0.00 12.75 120 204 203 SCHED 40 WET STEEL 1.250 0 12.75 0.00 12.75 120 203 13 SCHED 40 WET STEEL 1.250 0 ET 7.30 9.00 16.30 120 21 209 SCHED 40 WET STEEL 1.250 0 T 4.00 6.00 10.00 120 209 208 SCHED 40 WET STEEL 1.250 0 13.40 0.00 13.40 120 208 207 SCHED 40 WET STEEL 1.250 0 13.40 0.00 13.40 120 207 206 SCHED 40 WET STEEL 1.250 0 13.40 0.00 13.40 120 206 11 SCHED 40 WET STEEL 1.250 0 T 5.40 6.00 11.40 120 20 212 SCHED 40 WET STEEL 1.250 0 T 26.00 6.00 32.00 120 212 211 SCHED 40 WET STEEL 1.250 0 14.00 0.00 14.00 120 . 211 210 SCHED 40 WET STEEL 1.250 0 8.00 0.00 8.00 120 210 10 SCHED 40 WET STEEL 1.250 0 T 1.00 6.00 7.00 120 Active Version 200 Pipe Capacity Thursday, June 12, 2008 IRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. ockwood Engineering LLC 503 - 546 -0628 503 - 445-6388 Fax IRESTOP CO. Page 7 • Fire Sprinkler Output Data ti. �u�'.a� .. Nom. Dia. F. Lift Pipe -Len. Beg. Nodal Spk/Hose Residual Inside Dia. Q ( gpm ) PF - Eleva (psi /ft) Fit -Len. End. KFactor (feet) Discharge Pressure C -Value Velocity Fittings Tot -Len PE -(psi) Node (K) (gpm) (psi) (fps (ft) PV -(psi) 1 0.00 0.00 0.00 55.72 8.00 325.40 0.00087 1.00 0.041 2 0.00 0.00 100.00 55.68 7.980 2.09 T 46.60 0.000 CAST IRON, CEMENT 140 0 47.60 0.000 2 0.00 0.00 100.00 55.68 4.00 225.40 0.01538 15.00 0.231 3 0.00 0.00 0.00 55.45 3.850 6.21 0.00 0.000 CAST IRON, CEMENT 140 0 15.00 0.001 Backflo 3 0.00 55.45 225.57 Prey 4 5.00 psi 0.00 50.44 21.57 4 0.00 0.00 0.00 50.44 4.00 225.40 0.01030 156.00 2.540 5 0.00 1.00 0.00 47.47 4.072 5.55 4ET 90.60 0.433 PVC, CLASS 200 150 0 246.60 0.001 5 0.00 1.00 0.00 47.47 2.50 225.40 0.12965 10.25 4.570 6 0.00 7.70 0.00 40.00 2.635 13.26 ETG 25.00 2.901 SCHED 10 WET STEEL 120 0 35.25 0.005 6 0.00 7.70 0.00 40.00 2.50 225.40 0.12965 37.00 8.038 7 0.00 16.30 0.00 28.24 2.635 13.26 ETG 25.00 3.724 SCHED 10 WET STEEL 120 0 62.00 0.005 7 0.00 16.30 0.00 28.24 2.00 183.94 0.23592 3.20 5.001 8 0.00 20.30 0.00 21.50 2.157 16.15 ET 18.00 1.732 SCHED 10 WET STEEL 120 0 21.20 0.010 16 0.00 20.30 0.00 26.26 2.00 41.47 0.01499 4.40 0.246 7 0.00 16.30 0.00 28.24 2.157 3.64 T 12.00 1.732 SCHED 10 WET STEEL 120 0 16.40 0.002 8 0.00 20.30 0.00 21.50 2.00 153.87 0.16956 2.80 2.509 15 0.00 20.30 0.00 18.99 2.157 13.51 2E 12.00 0.000 SCHED 10 WET STEEL 120 0 14.80 0.008 24 0.00 20.30 0.00 15.68 1.25 30.07 0.07282 68.00 5.826 8 0.00 20.30 0.00 21.50 1.380 6.45 2T 12.00 0.000 SCHED 40 WET STEEL 120 0 80.00 0.009 • 210 5.30 20.00 19.09 12.97 1.25 51.88 0.19973 1.00 1.398 10 0.00 20.30 0.00 14.24 1.380 11.13 T 6.00 -0.130 SCHED 40 WET STEEL 120 0 7.00 0.016 11 0.00 20.30 0.00 14.46 2.00 51.88 0.02269 9.50 0.216 10 0.00 20.30 0.00 14.24 2.157 4.56 0.00 0.000 SCHED 10 WET STEEL 120 0 9.50 0.003 206 5.30 20.00 18.82 12.61 1.25 48.03 0.17315 5.40 1.974 Active Version 200 Pipe Capacity Thursday, June 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 -546 -0628 503 -445 -6388 Fax FIRESTOP CO. Page 8 Fire Sprinkler Output Data Nom. Dia. F. L. /ft Pipe -Len. Beg. Nodal Residual Q (gpm) PF -(psi) End. KFactor Elevation Discharge pressure Inside Dia. Velocity (psi /ft) Fit -Len. pE -(psi) Node (K) (feet) (gpm) (psi) C -Value (fps) Fittings Tot -Len. PV -(psi) Type -Grp (ft) 11 0.00 20.30 0.00 14.46 1.380 10.30 T 6.00 -0.130 SCHED 40 WET STEEL 120 0 11.40 0.015 12 0.00 20.30 0.00 14.86 2.00 99.91 0.07627 5.30 0.404 11 0.00 20.30 0.00 14.46 2.157 8.77 0.00 0.000 SCHED 10 WET STEEL 120 0 5.30 0.005 13 0.00 18.40 0.00 15.10 1.25 13.86 0.01737 24.30 0.579 12 0.00 20.30 0.00 14.86 1.380 2.97 ET 9.00 -0.823 SCHED 40 WET STEEL 120 0 33.30 0.004 203 5.30 20.00 19.11 13.00 1.25 33.08 0.08686 7.30 1.416 13 0.00 18.40 0.00 15.10 1.380 7.10 ET 9.00 0.693 SCHED 40 WET STEEL 120 0 16.30 0.010 14 0.00 18.40 0.00 15.51 1.25 19.22 0.03181 12.80 0.407 13 0.00 18.40 0.00 15.10 1.380 4.12 0.00 0.000 SCHED 40 WET STEEL 120 0 12.80 0.006 • 201 5.30 20.00 19.67 13.78 1.25 20.88 0.03707 19.10 1.042 - 14 0.00 18.40 0.00 15.51 1.380 4.48 ET 9.00 0.693 SCHED 40 WET STEEL 120 0 28.10 0.006 15 0.00 20.30 0.00 18.99 2.00 113.77 0.09699 30.60 4.132 12 0.00 20.30 0.00 14.86 2.157 9.99 2E 12.00 0.000 SCHED 10 WET STEEL 120 0 42.60 0.006 15 0.00 20.30 0.00 18.99 1.25 40.10 0.12401 25.70 4.303 14 0.00 18.40 0.00 15.51 1.380 8.60 ET 9.00 -0.823 SCHED 40 WET STEEL 120 0 34.70 0.012 25 0.00 20.30 0.00 15.83 1.25 41.47 0.13195 67.00 10.424 16 0.00 20.30 0.00 26.26 1.380 8.89 2T 12.00 0.000 SCHED 40 WET STEEL 120 0 79.00 0.013 • 20 0.00 20.30 0.00 11.96 1.25 4.17 0.00189 26.00 0.060 212 5.30 20.00 18.39 12.03 1.380 0.90 T 6.00 -0.130 SCHED 40 WET STEEL 120 0 32.00 0.001 20 0.00 20.30 0.00 11.96 1.25 4.17 0.00189 9.50 0.018 21 0.00 20.30 0.00 11.98 1.380 0.90 0.00 0.000 SCHED 40 WET STEEL 120 0 9.50 0.001 21 0.00 20.30 0.00 11.98 1.25 24.93 0.05146 4.00 0.515 209 5.30 20.00 18.05 11.60 1.380 5.35 T 6.00 -0.130 SCHED 40 WET STEEL 120 0 10.00 0.008 21 0.00 20.30 0.00 11.98 1.25 29.10 0.06852 22.00 1.919 22 0.00 20.30 0.00 13.90 1.380 6.24 2E 6.00 0.000 SCHED 40 WET STEEL 120 0 28.00 0.009 Active Version 200 Pipe Capacity Thursday, June 12, 2008 IRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax IRESTOP CO. Page 9 Fire Sprinkler Output Data Nom. Dia. F. L. /ft Pipe -Len. Beg. Nodal Residual Q (gpm) PF -(psi) End. KFactor Elevation Discharge pressure Inside Dia. Velocity (psi /ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C -Value (fps) Fittings Tot -Len. PV -(psi) Type -Grp (ft) 22 0.00 20.30 0.00 13.90 1.25 23.93 0.04773 13.70 1.227 205 5.30 20.00 18.97 12.80 1.380 5.13 2ET 12.00 -0.130 SCHED 40 WET STEEL 120 0 25.70 0.007 22 0.00 20.30 0.00 13.90 2.00 53.03 0.02363 9.00 0.213 23 0.00 20.30 0.00 14.11 2.157 4.66 0.00 0.000 SCHED 10 WET STEEL 120 0 9.00 0.003 23 0.00 20.30 0.00 14.11 1.25 18.51 0.02954 9.80 0.467 202 5.30 20.00 19.67 13.78 1.380 3.97 T 6.00 -0.130 SCHED 40 WET STEEL 120 0 15.80 0.006 23 0.00 20.30 0.00 14.11 2.00 71.54 0.04111 20.00 1.562 24 0.00 20.30 0.00 15.68 2.157 6.28 ET 18.00 0.000 SCHED 10 WET STEEL 120 0 38.00 0.004 24 0.00 20.30 0.00 15.68 2.00 41.47 0.01499 10.50 0.157 25 0.00 20.30 0.00 15.83 2.157 3.64 0.00 0.000 SCHED 10 WET STEEL 120 0 10.50 0.002 • 202 5.30 20.00 19.67 13.78 1.25 1.21 0.00003 11.90 0.000 . 201 5.30 20.00 19.67 13.78 1.380 0.26 0.00 0.000 SCHED 40 WET STEEL 120 0 11.90 0.000 204 5.30 20.00 18.94 12.77 1.25 13.97 0.01764 12.75 0.225 203 5.30 20.00 19.11 13.00 1.380 3.00 0.00 0.000 SCHED 40 WET STEEL 120 0 12.75 0.004 205 5.30 20.00 18.97 12.80 1.25 4.97 0.00260 12.75 0.033 204 5.30 20.00 18.94 12.77 1.380 1.07 0.00 0.000 SCHED 40 WET STEEL 120 0 12.75 0.002 207 5.30 20.00 18.12 11.69 1.25 29.20 0.06898 13.40 0.924 206 5.30 20.00 18.82 12.61 1.380 6.26 0.00 0.000 SCHED 40 WET STEEL 120 0 13.40 0.009 208 5.30 20.00 18.00 11.53 1.25 11.08 0.01149 13.40 0.154 207 5.30 20.00 18.12 11.69 1.380 2.38 0.00 0.000 SCHED 40 WET STEEL 120 0 13.40 0.003 • 209 5.30 20.00 18.05 11.60 1.25 6.88 0.00475 13.40 0.064 208 5.30 20.00 18.00 11.53 1.380 1.47 0.00 0.000 SCHED 40 WET STEEL 120 0 13.40 0.002 211 5.30 20.00 18.58 12.29 1.25 32.79 0.08547 8.00 0.684 210 5.30 20.00 19.09 12.97 1.380 7.03 0.00 0.000 SCHED 40 WET STEEL 120 0 8.00 0.010 • 212 5.30 20.00 18.39 12.03 1.25 14.21 0.01820 14.00 0.255 Active Version 200 Pipe Capacity Thursday, June 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 -546 -0628 503 - 445 -6388 Fax FIRESTOP CO. Page 10 ANN Fire Sprinkler Output Data _OveralLPipe Output Data 1cont'd) Nom. Dia. F. L. /ft Pipe -Len. Beg. Nodal Residual Q (gpm) PF -(psi) End. KFactor Elevation Discharge pressure Inside Dia. Velocity (Psi /ft) Fit -Len. PE -(psi) Node (K) (feet) (9Pm) (psi} C -Value (fps) Fittings Tot -Len. PV -(psi) Type -Grp (ft) 211 5.30 20.00 18.58 12.29 1.380 3.05 0.00 0.000 SCHED 40 WET STEEL 120 0 14.00 0.004 Active Version 200 Pipe Capacity Thursday, June 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 -546 -0628 503 -445 -6388 Fax FIRESTOP CO. Page 11 [Fire Sprinkler Output Data 'Overall SprinklerO Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure z Density Discharge Node No. Code KFactor (K) (feet) (psi) (ft) (gpm /ft (gpm) 201 5.30 20.00 13.78 180.00 0.109 19.67 Sub Totals For Non -Group 180.00 0.109 19.67 202 5.30 20.00 13.78 180.00 0.109 19.67 Sub Totals For Non -Group 180.00 0.109 19.67 203 5.30 20.00 13.00 180.00 0.106 19.11 Sub Totals For Non -Group 180.00 0.106 19.11 204 5.30 20.00 12.77 180.00 0.105 18.94 Sub Totals For Non -Group 180.00 0.105 18.94 205 5.30 20.00 12.80 180.00 0.105 18.97 Sub Totals For Non -Group 180.00 0.105 18.97 206 5.30 20.00 12.61 180.00 0.105 18.82 Sub Totals For Non -Group 180.00 0.105 18.82 207 5.30 20.00 11.69 180.00 0.101 18.12 Sub Totals For Non -Group 180.00 0.101 18.12 208 5.30 20.00 11.53 180.00 0.100 18.00 Sub Totals For Non -Group 180.00 0.100 18.00 209 5.30 20.00 11.60 180.00 0.100 18.05 Sub Totals For Non -Group 180.00 0.100 18.05 210 5.30 20.00 12.97 180.00 0.106 19.09 Sub Totals For Non -Group 180.00 0.106 19.09 211 5.30 20.00 12.29 180.00 0.103 18.58 Sub Totals For Non -Group 180.00 0.103 18.58 212 5.30 20.00 12.03 180.00 0.102 18.39 Sub Totals For Non -Group 180.00 0.102 18.39 Totals For All Groups 2160.00 0.102 225.40 Active Version 200 Pipe Capacity Thursday, June 12, 2008 FIRE Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax FIRESTOP CO. Page 12 Fire Sprinkler Output Summary Hydraulically_ Most Demanding Sprinkler Node HMD Sprinkler Node Number: 208 HMD Actual Residual Pressure: 11.53 psi HMD Actual GPM: 18.00 gpm Sprinkler Summary _ Sprinkler System Type: WET Specified Area Of Application: 2160.00 ft Minimum Desired Density: 0.100 gpm /ft Application Average Density: 0.104 gpm /ft Application Average Area Per Sprinkler: 180.00 ft Sprinkler Flow: 225.40 gpm Average Sprinkler Flow: 18.78 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity (In Pipe 7 - 8) 16.15 ft/sec Maximum Velocity Pressure (In Pipe 10 - 210) 0.02 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0065 psi Actual Average Nodal Pressure Imbalance: 0.0006 psi _ Actual Maximum Nodal Flow Imbalance: 18.0397 gpm . Actual Average Nodal Flow Imbalance: 0.5564 gpm • OveralLNetwork Summary • Number Of Unique Pipe Sections: 38 Number Of Flowing Sprinklers: 12 Pipe System Water Volume: 57.60 gal Sprinkler Flow: 225.40 gpm Non- Sprinkler Flow: 100.00 gpm Total System Demand Flow: 325.40 gpm Minimum Required Residual Pressure At System Inflow 55.72 psi Node: Demand Flow At System Inflow Node: 325.40 gpm Active Version 200 Pipe Capacity Thursday, June 12, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax _ I FIRESTOP CO Page 13 • - Fire Sprinkler Output Data .draulic Supply /Demand Graph -- 200 180 160 N 140 Q 120 107 co 100 95 5o • • 80 , 60 • 40 20 0 • 3 6 9 12 15 18 21 24 27 30 Flowrate(x100) gpm Adjusted Hydrant Data f r cotauc7rt q Iz22o sc,3-6klmr !r Static Pressure: 107 psi ECEVAT?onl CW4,I&E €s, _ f hb. 12gSD SO- GQ,d,JT Test Residual Pressure: 95 psi Test Flow Rate: 2434 gpm . Demand Point Data Calculated Residual Pressure: 55.72 psi Calculated Flow Rate. 325.40 gpm Excess Available Inflow Residual Pressure: 50.99 psi Active Version 200 Pipe Capacity Thursday, June 12, 2008 Nor' Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series TY -FRB — 2.8, 4.2 5.6 and 8.0 K- factor Upright, Pendent, and Rec sed Pendent Sprinklers Quick Response, Standard Coverage tained when exposed to corrosive at- G eneral mospheres. Although corrosion resis- f. tant coated sprinklers have passed the Description standard corrosion tests of the appli- cable approval agencies, the testing is The Tyco® Series TY -FRB, 2.8, 4.2, not representative of all possible cor- 5.6, and 8.0 K- factor, Upright and Pen- rosive atmospheres. Consequently, it dent Sprinklers described in this data is recommended that the end user be , sheet are quick response - standard consulted with respect to the suitability coverage, decorative 3 mm glass bulb of these coatings for any given corro- type spray sprinklers designed for use sive environment. The effects of ambi- in light or ordinary hazard, commercial ent temperature, concentration of occupancies such as banks, hotels, chemicals, and gas /chemical velocity, — shopping malls, etc. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY -FRB Pendent Sprinkler, where ap- chemical to which the sprinklers will be plicable, is intended for use in areas exposed. with a finished ceiling. It uses either a An intermediate level versions of the • Style 10 (1/2 inch NPT) or Series TY -FRB Pendent Sprinklers ` f •-•'\ Style 40 (3/4 inch NPT) Recessed Es - are detailed in Technical Data Sheet ,/ cutcheon with 1/2 inch (12,7 mm) of TFP356, and Sprinkler Guards are de- . recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 (19,1 mm) of total adjustment from the +-64i flush pendent position, or a two -piece WARNINGS r , Style 20 (1/2 inch NPT) or Style 30 (3/4 The Series TY -FRB Sprinklers de- inch NPT) Recessed Escutcheon with scribed herein must be installed and 114 inch (6,4 mm) of recessed adjust- maintained in compliance with this ment or up to 1/2 inch (12,7 mm) of document, as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro - dent position. The adjustment pro- tection Association, in addition to the vided by the Recessed Escutcheon re- standards of any other authorities hay- Model/Sprinkler duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de- Identification cut. vices. Corrosion resistant coatings, where The owner is responsible for maintain- Numbers applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. TY1131 - Upright 2.8K, 1/2 "NPT that which would otherwise be ob- The installing contractor or sprinkler TY1231 - Pendent 2.8K, 1/2"NPT manufacturer should be contacted TY2131 - Upright 4.2K, 1/2"NPT with any questions. TY2231 - Pendent 4.2K, 1/2 "NPT IMPORTANT TY3131 - Upright 5.6K, 1/2"NPT Always refer to Technical Data TY3231 - Pendent 5.6K, 1/2"NPT Sheet TFP700 for the "INSTALLER TY4131 - Upright 8.0K, 3/4"NPT WARNING" that provides cautions TY4231 - Pendent 8.0K, 3/4"NPT • with respect to handling and instal- TY4831- Upright 8.0K, 1/2 "NPT lation of sprinkler systems and corn- TY4931- Pendent 8.0K, 1/2"NPT ponents. Improper handling and in- stallation 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 10 AUGUST, 2007 TFP171 Page 2 of 10 TFP171 ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE NFT MAKE -IN ESCUTCHEON DEFECTOR ice' 5 � ■r = � 1 m 1/4 ) " `� � 7/16" I (11,1 mm) I 4 (57 - ,2 mm I f _� � NOMINAL - `�1� MAKE -IN ill � 2 1 9/16" r _ I 2-3/16" yr 3 (39,7 mm) I I' WRENCH t (55,6 mm) : LATS _ �.jf 1 me oeetorirlt 7 SSP DEFLECTOR * --*-- 2-7/8" (73,0 mm) DIA. 1/2" NPT t PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K- FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR 1 7/16" 5 6 2 -3/16" ,1 ■f = - } I (11,1 mm) I • (55,6 mm) 4 A�N � - F NOMINAMAKE -IN L 1 4 1 1 /2" I 11011 �� 2-3/16" 2 (38,1 mm) WREN (55,6 mm) 4 y s . __ _ 11 - FLATS r 1 I 3 SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. 1 1/2" NPT 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. . Screw FIGURE 2 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K- FACTOR, 1/2 INCH NPT tLJCfJ I Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series TV -B — 2.8 5.6, and 8.0 K- factor Upright, Pendent, an : Recessed Pendent Sprinklers Standard Response, Standard Coverage General cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it Description is recommended that the end user be consulted with respect to the suitabilit The Series TY -B, 2.8, 5.6, and 8.0 of these coatings for any given corro - K- factor, Upright and Pendent Sprin- sive environment. The effects of ambi- r klers described in this data sheet are ent temperature, concentration of standard response - standard cover- chemicals, and gas /chemical velocity, age, decorative 5 mm glass bulb type should be considered, as a minimum, t spray sprinklers designed for use in along with the corrosive nature of the , ` ' light, ordinary, or extra hazard, corn- chemical to which the sprinklers will be mercial occupancies such as banks, exposed. w , hotels, shopping malls, factories, refin- An intermediate level version of the eries, chemical plants, etc. Series TY -B Pendent Sprinkler can be The recessed version of the Series obtained by utilizing the Series TY -B TY-B Pendent Sprinkler, where appli- Pendent Sprinkler in combination with cable, is intended for use in areas with the Model S2 Shield. � R a finished ceiling. It uses a two -piece • Style 10 (1/2 inch NPT) or Style 40 (3/4 WARNINGS , """" � • inch NPT) Recessed Escutcheon. The The Series TY-B Sprinklers described I • Recessed Escutcheon provides 1/2 herein must be installed and main- if inch (12,7 mm) of recessed adjust- tained in compliance with this docu- ,.. ment or up to 3/4 inch (19,1 mm) of meet as well as with the applicable total adjustment from the flush pen- standards of the National Fire Protec- dent position. The adjustment pro- tion Association, in addition to the vided by the Recessed Escutcheon re- standards of any other authorities hay- .. duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de- cut. vices. Corrosion resistant coatings, where The owner is responsible for maintain- . applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. that which would otherwise be ob- The installing contractor or sprinkler tained when exposed to corrosive at- manufacturer should be contacted mospheres. Although corrosion resis- with any questions. tant coated sprinklers have passed the standard corrosion tests of the appli- Model/Sprinkler IMPORTANT Identification Always refer to Technical Data Sheet TFP700 for the "INSTALLER Numbers WARNING" that provides cautions with respect to handling and instal- TY1151 - Upright 2.8K, 1/2 "NPT lation of sprinkler systems and corn- TY1251 - Pendent 2.8K, 1/2 "NPT ponents. Improper handling and in- TY3151 - Upright 5.6K, 1/2 "NPT stallation can permanently damage TY3251 - Pendent 5.6K, 1/2 "NPT • a sprinkler system or its compo- TY4151 - Upright 8.0K, 3/4 "NPT nents and cause the sprinkler to fail TY4251 - Pendent 8.0K, 3/4 "NPT . to operate in a fire situation or cause TY4851 - Upright 8.0K, 1/2 "NPT it to operate prematurely. TY4951 - Pendent 8.0K, 1/2 "NPT Page 1 of 8 DECEMBER, 2007 TFP151 Page 2 of 8 TFP151 ESCUTCHEON 7/16" (11,1 mm) PLATE SEATING 112„ ** NOMINAL SSU SURFACE NPT MAKE -IN DEFLECTOR i __,-- r� itf?TT FTb�r :.rf'T1; *7RTTs� 6 i�0 5 2-1/4" ` } ' 2-3/16" 4 (57,2 mm) 1 W =W1 (55,6 mm) — 2 1 -9/16" WRENCH r� � � 3 (39,7 mm) FLATS k 1 k r III /% ?!r% SSP 7 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 STANDARD RESPONSE SERIES TY -8 UPRIGHT (TY1151) AND PENDENT (TY1251) SPRINKLERS 2.8 K- FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (11,1 mm) STYLE 10 PLATE SEATING ** NOMINAL RECESSED SURFACE NPT MAKE -IN ESCUTCHEON DEFLECTOR 6 f -- r — m ° 7/16" �'� 5 • 2 -3/16" + ( mm) • (55,6 mm) O NOMINAL MAKE -IN ir (3 /m, p 1 `_, 2 -3 g V �� 2 (55,6 mm) r 0 3 WRENCH a= 1 -��� i�-r• -�� �^ FLATS 0 0 1 SSP DEFLECTOR* 2 -718" (73,0 mm) DIA. - -1 1/2 "NPT ** 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY-B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS 5.6 K- FACTOR, 1/2 INCH NPT . ..... _.... .. tqco/ F/ow Control Tyco Fire Products CENTRAL Customer Service /Sales: Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Tel: (215) 362 -0700 / (800) 523 -6512 Fax: (215) 362 -5385 Series TY -B — 5.6 K- factor Horizontal and Vertical Sidewall Sprinklers 3 mm QUICK Response, Standard Coverage General sidered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. i Description �` (- WARNINGS ' . �- • .. , The Series TY -B, 5.6 K- factor, Horizon- The Series TY -8 Sprinklers described ./ '- -. w i tal and Vertical Sidewall Sprinklers de- herein must be installed and main- '' Jl 1 scribed in this data sheet are standard tained in compliance with this docu- k response - standard coverage, deco- ment, as well as with the applicable - rative 5 mm glass bulb type spra standards of the National Fire Protec- .-4 / / sprinklers designed for use in light and tion Association, in addition to the w ordinary hazard, commercial occupan- standards of any other authorities ha v- cies such as banks, hotels, shopping ing jurisdiction. Failure to do so may malls, etc. They are designed for instal- impair the integrity of these devices. lation along a wall or the side of a beam and just beneath a smooth ceiling. The owner is responsible for maintain- Sidewall sprinklers are commonly ing their fire protection system and de- r. used instead of pendent or upright vices in proper operating condition. sprinklers because of aesthetics or The installing contractor or sprinkler - building construction considerations, ma should be contacted where piping across the ceiling is not relat to any questions. I • desirable. itb. The recessed version of the Series ( . TY -B Horizontal Sidewall Sprinkler is Model /Sprinkler � ;,- -.-- intended for use in areas with a fin - ished wall. It uses a two -piece Style 10 Identification Recessed Escutcheon. The Recessed Escutcheon provides 1/2 inch (12,7 Numbers mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment TY3351 - Horizontal • from the flush sidewall position. The TY3451 - Vertical Finishes adjustment provided by the Recessed Sprinkler: Refer to Table A Escutcheon reduces the accuracy to Recessed Escutcheon: White Coated which the fixed pipe nipples to the or Chrome Plated. (Other colors are sprinklers must be cut. Technical available on request.) Corrosion resistant coatings, where Physical Characteristics applicable, are utilized to extend the Data Frame Bronze life of copper alloy sprinklers beyond Button Brass /Copper that which would otherwise be ob- Approvals Sealing Assembly tained when exposed to corrosive at- UL and C -UL Listed. Beryllium Nickel w/Teflont mospheres. Although corrosion resis- FM, LPCB, and NYC Approved. Bulb Glass tant coated sprinklers have passed the (Refer to Table A for complete approval Compression Screw Bronze • standard corrosion tests of the appli- information including corrosion resis- HSW Deflector Bronze cable approval agencies, the testing is tant status) VSW Deflector Copper not representative of all possible cor- Maximum Working Pressure rosive atmospheres. Consequently, it 175 psi (12,1 bar) Patents is recommended that the end user be U.S.A. Patent Number 5,810,263 and consulted with respect to the suitability Discharge Coefficient UK Patent Number 2,347,624 may be of these corrosion resistant coatings K = 5.6 GPM /psi (80,6 LPM /bar applicable to the Series TY B Horizon- - for any given corrosive environment. Temperature Ratings tal Sidewall Sprinkler. The effects of ambient temperature, Refer to Table A . concentration of chemicals, and gas /chemical velocity, should be con - Page 1 of 6 FEBRUARY, 2002 - TFP161 (1.6.1) tqco Fl ow Control Tyco Fire Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Model DS -1 — 5.6 K- factor Dry Type Sprinklers Standard Response, Standard Coverage General Sprinkler Description Identification The Model DS -1, 5.6 K- factor, Stand- Numbers , and Response, Standard Coverage,. Dry Type Sprinklers are decorative SIN TY3255 - (Pendent) 4 5 mm glass bulb automatic sprinklers SIN TY3155 - (Upright) designed for the following typical uses: SIN TY3355 - (Horizontal Sidewall) • where pendent sprinklers are re- quired on dry pipe systems that ;' ;; are exposed to freezing tempera- tures (e.g. sprinkler drops from un- heated portions of buildings) • where sprinklers and /or a portion of the connecting piping may be Technical „! • - exposed to freezing temperatures (e.g. sprinkler drops from wet sys- Data tems into freezers, sprinkler ' sprigs from wet systems into un- Approvals heated attics, or horizontal piping UL and C -UL Listed. FM Approved. extensions through a wall to pro- (Refer to Table A) tr. tect an unheated area of a build- ing) Maximum Working Pressure 175 psi (12,1 bar) • where sprinklers are used on sys Inlet Thread Connection Aak tems that are seasonably drained to avoid freezing (e.g. vacation re- 1 inch NPT (Standard Order) sort areas) ISO 7-R1 3/4 inch NPT WARNINGS 1- 1/4 -14UNC Bulb Glass - The Model DS -1 Dry Type Sprinklers Discharge Coefficient Compression Screw Bronze described herein must be installed and K = 5.6 GPM /psi 112 Deflector Bronze maintained in compliance with this (80,6 LPM /barl'2) Frame Bronze document, as well as with the applica Guide Tube Stainless Steel ble standards of the National Fire Pro- Temperature Ratings Water Tube Stainless Steel tection Association, in addition to the Refer to Table A Spring Stainless Steel standards of any other authorities hav- Finishes Sealing Assembly ing jurisdiction. Failure to do so may Sprinkler: Natural Brass, Chrome Beryllium Nickel w/Teflon impair the integrity of these devices. Plated, White Polyester Escutcheon Carbon Steel The owner is responsible for maintain- Escutcheon: White Coated or Chrom Patents ing their fire protection system and de- Plat g p y (Colors other than white are available U.S.A. Patent Number 5,188,185 is ap vices in proper operating condition. on request.) plicable to the Model DS -1, 5.6 K -fac- . The installing contractor or sprinkler tor, Standard Response, Standard manufacturer should be contacted Physical Characteristics Coverage, Dry Type Sprinklers. relative to any questions. Inlet Copper The Model DS -1 Dry Type Sprinklers Plug Copper must only be installed in fittings that Yoke Stainless Steel meet the requirements of the Design Casing Criteria section. Galvanized Carbon Steel Insert Bronze Bulb Seat Stainless Steel Page 1 of 6 JULY, 2001 TFP500 Page 2 of 6 - SPRINKLER FINISH SIN TY3255 Pendent SIN TY3255 Pendent SIN TY3355 Hor. Sidewall w/ Standard w/ Std. Escutcheon w/ Std. Escutcheon Recessed Escutcheon (Ref. Fig. 5) and a top of (Ref. Fig. 3) Deflector -to- Ceiling SIN TY3255 Pendent distance of SIN TY3255 Pendent w/ Deep Escutcheon 4 to 12 inches w/ Wide Flange (Ref. Fig. 6) (100 to 300 mm) Recessed Escutcheon (Ref. Fig. 4) SIN TY3155 Upright (Ref. Fig. 8) w/o Escutcheon (Ref. Fig. 7) Temperature Bulb Natural Chrome Polyester Natural Chrome Polyester Natural Chrome Polyester Rating Color Code Brass Plated (All Brass Plated (All Brass Plated (All Colors) Colors) Colors) 135 °F /57 °C Orange 1 , 2, 3 1 , 2 1 , 2, 3 1 , 2 1 " , 2 ", 3"" 1 *, 2" 155 °F /68 °C Red 1,2,3 1,2 1,2,3 1,2 1 ",2 *,3 "" 1",2" 175 °F /79 °C Yellow 1 , 2, 3 1 , 2 1 , 2, 3 1 , 2 1 " , 2`, 3 ** 1 ", 2" 200 °F /93 °C Green 1 , 2, 3 1 , 2 1 , 2, 3 1 , 2 1 " , 2 ", 3 ** 1 ", 2" 286 °F /141 °C Blue N/A 1 , 2, 3 1 , 2 1 " , 2 ", 3 "" 1 ", 2* 360 °F /182 °C Mauve N/A 1 , 2, 3 1 , 2 1 " , 2" 1 *, 2* Notes: 1. Listed by Underwriters Laboratories, Inc (Maximum order length of 48 inches). 2. Listed by Underwriters Laboratories for use in Canada (Maximum order length of 48 inches). 3. Approved by Factory Mutual Research Corporation (Maximum order length of 48 inches). * Light and Ordinary Hazard Occupancies Only. '" Light Hazard Occupancies Only. N/A - Not Available. TABLE A MODEL DS -1, STANDARD RESPONSE - STANDARD COVERAGE, DRY TYPE SPRINKLERS _ LABORATORY LISTINGS AND APPROVALS _ PLUG WITH a ; �, INLET WRENCH RECESS GASKETED SPRING lir PLATE SEAL _ " - _, S._. YO KE SPRING — 1 N �� r i_i ; - CASING WATER - PUSH WRENCH IN TO _ TUBE ENSURE ENGAGEMENT WITH INSERT SPRINKLER WRENCHING AREA GUIDE - FIGURE 2 TUBE — _ - BULB W -TYPE 7 SPRINKLER WRENCH SEAT FRAME — I® - 5 mm BULB VENT HOLE 4 , 4 COMPRESSION DEFLECTOR -- -- SCREW FIGURE 1 MODEL DS -1 STANDARD RESPONSE DRY TYPE SPRINKLER ASSEMBLY 9/94 • P :O. Box 3365 SOUTH EL \ •NTE • CA 91733 . (818) 444 -0541 • FAx (818) 444 -3887 300 RING HANGER (21 FM • PIPE ROD PRICE/EA BOX WEIGHT /C . SIZE SIZE P. GALV. QUANT. (APPROX.) i l 1/2' , ' 3/8" $1.52 100 9 3/4 318" 1.52 100 9 1" 3/8" 1.52 100 10 1 1 /4" 3/8" 1.52 100 11 1 1 /2" 3/8" 1.52 100 11 2" 3/8" 1.52 100 14 2 1/2" 3/8" 3.04 50 28 3" 3/8" 3.14 50 30 ` 3 1/2" 3/8" 5,85 50 32 - 4" 3/8" 5.85 25 40 5" 1/2" 7.65 20 65 - 6" 1/2" 8.93 20 110 8" 1/2" 10.20 10 130 303 RING HANGER _I EXTRA HEAVY PIPE ROD PRICE /EA BOX WEIGHT /C 140.*: SIZE SIZE P. GALV. QUANT. (APPROX.) 2 1/2" 1/2" $10.60 50 55 • 3" 1!2" 11.65 50 60 4" 1/2" 13.40 25 100 305 RING HANGER WITHOUT SWIVEL NUT PIPE ROD PRICE /EA BOX WEIGHT /C o a SIZE SIZE P. GAL' /. QUANT. (APPROX.) . / 1/2" 1/2" $1.37 100 8 3/4" 1/2" 1.37 100 8 1" 1/2" 1 37 100 9 11/4" 1/2" 1.37 100 10 1 1/2" 1/2" 1.37 100 10 2" 1/2" 1.37 100 13 2 1/2" 1/2" 5.02 50 27 3" 1/2" 5.61 50 29 3 1/2" 1/2" 8.97 50 31 4" 1/2" 8.97 25 49 5" 5/8" 10.04 20 64 6" 5/8" 16.09 20 108 8" 5/8" 19.70 10 128 * = NON - CANCELABLE NON - RETURNABLE ITEM .aia/gg P.O. Box 3365 Soum EL MONTE • CA 91733. (818) 444 -0541 • FAX (818) 444 -3887 001/020 SWAY BRACE MODEL E • SIZE Pipe size to be braced: 1" through 8" SCH 10 and SCH 40. Pipe size used for bracing: 1" and 1 1/4" SCH 40 IPS. MATERIAL Carbon Steel. FINISH Plain, Electro- Galvanized and H.D.G. APPROVALS * Patented. ` * UL and cUL Listed. - ` * Must be used with AFCON listed Attachment Ends. FUNCTION For bracing fire sprinkler pipe against sway and seismic disturbances. The pipe attachment component used to secure the fire sprinkler piping to the brace pipe. INSTALLATION * Place assembly over sprinkler pipe to be braced. - * Insert bracing pipe through MODEL "E" under channel bracket. * Tighten both hex nuts until gage spring lays flat. FEATURES * Can be used to brace SCH'10 and SCH 40 pipe. * Field adjustable - Eliminates pre- engineering of brace pipe length. * Requires no threading. * Can be used as a 4 -way riser brace. * Gage spring allows easy verification of necessary minimum torque. (5LB/FT) ORDERING Part N, Pipe size to be braced, Braced Pipe size and Finish. d 9 z7 P.O. Box 3365 SOUTH EL MONTE • CA 91733 • (818) 444 -0541 • FAx (818) 444 -3887 077 LOCKING ATTACHMENT END 1 0 N awl tr) aprons Bead ■111 • -s- SIZE o 1 and 1 1 %4 inch bracing pipe. 11" D / t MATERIAL Carbon Steel. SIZE A B C D FINISH • Plain, Electro- Galvanized and H.D.G. 1" 1" 2" 21/x2" 1" 1 1/4" 1 1/8" 2 1/4" 2 9/16" 1 3/16" APPROVALS * Patented. * Underwriters Laboratories Listed FUNCTION The building attachment component used to secure brace pipe to the structure of this sway bracing system. INSTALLATION * Insert brace pipe into fitting and against swivel bolt.. * Tighten set screw until it contacts tightly against the fitting. FEATURES * To be used with plain end pipe. * Swivel design allows attachment at any angle. * Visual inspection, proper torque when set screw head contacts bracket. * May be ordered with larger hole. - Consult factory. ORDERING Part #, pipe size and finish.