Cooper B-Line Seismic Restraints - Dixie Construction Products

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SUPPORT SPACING FOR SINGLE ROD HANGER PIPING Table 2 - Maximum Hanger Spacing for Copper Tubing Seismic Force Level (g’s) 0.75g (ASD) Field Maximum Transverse Maximum Longitudinal Braced Minimum Hanger Transverse Structure Longitudinal Structure Hanger & Braced Water Nominal Spacing Support Connection Support Connection Rod Loads Rod Filled Tubing Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight in. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m) 1/2" (15) 5 (1.52) 10 (3.05) I 20 (6.10) I 9.1 (0.040) 3/8"-16 0.43 (0.64) 1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 11.0 (0.049) 3/8"-16 0.43 (0.64) 1/2" (15) 7 (2.13) 7 (2.13) I 14 (4.27) I 8.3 (0.037) 3/8"-16 0.43 (0.64) 1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 9.5 (0.042) 3/8"-16 0.43 (0.64) 3/4" (20) 5 (1.52) 10 (3.05) I 20 (6.10) I 17.6 (0.078) 3/8"-16 0.83 (1.23) 3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 21.2 (0.094) 3/8"-16 0.83 (1.23) 3/4" (20) 7 (2.13) 7 (2.13) I 14 (4.27) I 16.0 (0.071) 3/8"-16 0.83 (1.23) 3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 18.3 (0.081) 3/8"-16 0.83 (1.23) 3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 22.8 (0.101) 3/8"-16 0.83 (1.23) 1" (25) 5 (1.52) 15 (4.57) I 30 (9.15) I 33.9 (0.151) 3/8"-16 1.18 (1.75) 1" (25) 6 (1.83) 12 (3.66) I 24 (7.32) I 30.1 (0.134) 3/8"-16 1.18 (1.75) 1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 35.1 (0.156) 3/8"-16 1.18 (1.75) 1" (25) 8 (2.44) 8 (2.44) I 16 (4.88) I 26.0 (0.115) 3/8"-16 1.18 (1.75) 1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 32.4 (0.144) 3/8"-16 1.18 (1.75) 1 1 /4" (32) 5 (1.52) 15 (4.57) I 30 (9.15) I 45.1 (0.200) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 6 (1.83) 18 (5.49) I 36 (10.97) I 54.2 (0.241) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 7 (2.13) 14 (4.27) I 28 (8.54) I 46.7 (0.208) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 53.4 (0.237) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 10 (3.05) 10 (3.05) I 20 (6.10) I 43.2 (0.192) 3/8"-16 1.57 (2.33) 1 1 /2" (40) 5 (1.52) 20 (6.10) I 40 (12.19) I 76.1 (0.338) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 6 (1.83) 18 (5.49) I 36 (10.97) I 72.4 (0.322) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 71.4 (0.317) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 10 (3.05) 10 (3.05) I 20 (6.10) I 57.7 (0.256) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 69.3 (0.308) 3/8"-16 2.10 (3.17) 2" (50) 5 (1.52) 20 (6.10) I 40 (12.19) I 122.2 (0.543) 3/8"-16 3.37 (5.01) 2" (50) 6 (1.83) 18 (5.49) I 36 (10.97) I 116.3 (0.517) 3/8"-16 3.37 (5.01) 2" (50) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 114.6 (0.510) 3/8"-16 3.37 (5.01) 2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 143.2 (0.637) 3/8"-16 3.37 (5.01) 2" (50) 12 (3.66) 12 (3.66) I 24 (7.32) I 111.2 (0.494) 3/8"-16 3.37 (5.01) 2 1 /2" (65) 5 (1.52) 25 (7.62) I 50 (15.24) II 215.2 (0.957) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 6 (1.83) 24 (7.32) I 48 ( 14.64) II 214.0 (0.952) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 9 (2.74) 18 (5.49) I 36 (10.97) II 188.2 (0.837) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 10 (3.05) 20 (6.10) I 40 (12.19) II 209.1 (0.930) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 12 (3.66) 12 (3.66) I 24 (7.32) I 162.3 (0.722) 1/2"-13 4.92 (7.32) Continued on following page. COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: 6 - 2 - 06 101 of Raafat S. Aboulhosn Structural Engineer S 3913
SUPPORT SPACING FOR SINGLE ROD HANGER PIPING Table 2 - Maximum Hanger Spacing for Copper Tubing Seismic Force Level (g’s) 0.75g (ASD) Field Maximum Transverse Maximum Longitudinal Braced Minimum Hanger Transverse Structure Longitudinal Structure Hanger & Braced Water Nominal Spacing Support Connection Support Connection Rod Loads Rod Filled Tubing Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight in. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m) 3" (80) 5 (1.52) 25 (7.62) II 50 (15.24) III 304.5 (1.354) 1/2"-13 6.96 (10.35) 3" (80) 6 (1.83) 24 (7.32) II 48 ( 14.64) III 302.7 (1.346) 1/2"-13 6.96 (10.35) 3" (80) 8 (2.44) 24 (7.32) II 48 ( 14.64) III 320.1 (1.424) 1/2"-13 6.96 (10.35) 3" (80) 10 (3.05) 20 (6.09) II 40 (12.19) II 295.8 (1.316) 1/2"-13 6.96 (10.35) 3" (80) 12 (3.66) 12 (3.66) II 24 (7.32) II 229.7 (1.022) 1/2"-13 6.96 (10.35) 3 1 /2" (90) 5 (1.52) 25 (7.62) II 50 (15.24) IV 394.6 (1.755) 1/2"-13 9.02 (13.42) 3 1 /2" (90) 6 (1.83) 24 (7.32) II 48 ( 14.64) IV 392.4 (1.745) 1/2"-13 9.02 (13.42) 3 1 /2" (90) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 414.9 (1.845) 1/2"-13 9.02 (13.42) 3 1 /2" (90) 10 (3.05) 20 (6.09) II 40 (12.19) III 383.3 (1.705) 1/2"-13 9.02 (13.42) 3 1 /2" (90) 12 (3.66) 24 (7.32) III 48 ( 14.64) IV 460.0 (2.046) 1/2"-13 9.02 (13.42) 4" (100) 5 (1.52) 30 (9.14) III 60 (18.29) V 592.9 (2.637) 1/2"-13 11.57 (17.21) 4" ( 100) 6 (1.83) 30 (9.14) III 60 (18.29) V 607.4 (2.702) 1/2"-13 11.57 (17.21) 4" ( 100) 8 (2.44) 24 (7.32) III 48 ( 14.64) IV 532.2 (2.367) 1/2"-13 11.57 (17.21) 4" ( 100) 10 (3.05) 20 (6.09) III 40 (12.19) IV 491.7 (2.187) 1/2"-13 11.57 (17.21) 4" ( 100) 12 (3.66) 24 (7.32) III 48 ( 14.64) IV 590.0 (2.624) 1/2"-13 11.57 (17.21) Notes: 1). Many codes require pipe hangers to be spaced every 10’-0” (3.05m) regardless of size. Check your local codes. Spacing and capacities are based on water filled standard weight pipe. Closer hanger spacing may be required when additional valves and fittings increase the load. For electrical conduit support spacing and weight of conduit filled with conductors information, see B-Line Strut Systems Catalog. 2). The “structure connection type” is the brace anchorage requirement. See pages 23 thru 38 for brace attachment details. 3). The hanger and rod loads indicates the maximum tension in the rod (and hanger) due to gravity and the additional seismic forces at the braced location. Select a pipe hanger from pages 63 thru 71 that meets the hanger load requirements. Select a rod attachment detail from pages 39 thru 56 that meets the rod load requirements. Be sure to follow the guidelines on page 57 & 58 to see if a rod stiffener is required, due to the length of the rod. Rod stiffeners, if necessary, are only required at braced locations. Unbraced hangers do not require rod stiffeners. 4). Braces must be attached within 4 inches (101mm) of hanger, see Figure 5, 6 and 8. 5). Table 1 is for steel pipe. Spacing limitations may exist for other types of pipe. See Note E) on page 9. 6). Seismic forces include 1 /3 of horizontal seismic force applied in vertical direction. 7). Consult appropriate plumbing code for non-braced hanger rod sizes. 8). Charts on pages 99 - 102 are for 0.75g (ASD) applications. COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: Raafat S. Aboulhosn Structural Engineer S 3913 6 - 2 - 06 102 of
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SEISMIC RESTRAINTS Multi-Directiona
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TABLE OF CONTENTS General Informati
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GENERAL INFORMATION I p = Importanc
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GENERAL INFORMATION Cable tray syst
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GENERAL INFORMATION c) Check the re
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GENERAL INFORMATION f) When a flexi
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GENERAL NOTES FOR SEISMIC BRACING G
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SINGLE PIPE/CONDUIT BRACING Single
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SINGLE PIPE BRACING PIPE CLAMP TRAN
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CLEVIS HANGER TRANSVERSE BRACING (F
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TRAPEZE BRACING TRAPEZE TRANSVERSE
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TRAPEZE BRACING TRAPEZE TRANSVERSE
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TRAPEZE BRACING Typical Trapeze ATR
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STRUCTURAL ATTACHMENTS ‘T’ Conc
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Concrete Attachments Detail 4 Metal
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Concrete Attachments STRUCTURAL ATT
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STRUCTURAL ATTACHMENTS Minimum dist
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STRUCTURAL ATTACHMENTS Concrete Att
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STRUCTURAL ATTACHMENTS Wood Beam At
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STRUCTURAL ATTACHMENTS Wood Beam At
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Structural Steel Detail 16 Case 1 C
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Concrete Attachments To Slab HANGER
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Page 49 and 50:
Page 51 and 52:
Strut Attachments Typical All Threa
Page 53 and 54: HANGER ROD ATTACHMENTS & APPROVED C
Page 59 and 60: HANGER ROD SWIVEL ATTACHMENTS A 2 3
Page 61 and 62: APPROVED COMPONENTS SC228 HANGER RO
Page 63 and 64: APPROVED COMPONENTS NOTE: B633 can
Page 65 and 66: APPROVED COMPONENTS Hardware SEISMI
Page 67 and 68: APPROVED COMPONENTS 'A' (Rod Size)
Page 69 and 70: APPROVED COMPONENTS 'A' (Rod Size)
Page 71 and 72: APPROVED COMPONENTS Copper Adjustab
Page 73 and 74: APPROVED COMPONENTS Vertical Load S
Page 75 and 76: APPROVED COMPONENTS Seismic Approva
Page 77 and 78: APPROVED COMPONENTS 'A 'T' 2 'A 'T'
Page 79 and 80: APPROVED COMPONENTS 2” (50.8mm) 3
Page 81 and 82: APPROVED COMPONENTS 2 9 /16" (65mm)
Page 83 and 84: APPENDIX - SEISMIC MAP SEISMIC MAP
Page 85 and 86: Appendix 1 Support Spacing for Sing
Page 87 and 88: SUPPORT SPACING FOR SINGLE ROD HANG
Page 103: SUPPORT SPACING FOR SINGLE ROD HANG
Page 111 and 112: Appendix 2 Seismic Bracing Charts f
Page 113 and 114: TRAPEZE BRACING Seismic Bracing Cha
Page 117 and 118: Seismic Bracing Charts for Trapeze
Page 149 and 150: Appendix 3 Proof Test Instructions
Page 151 and 152: Example: Deeply Embedded Anchors In
Page 153 and 154: Check if value falls within the all
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1997 Uniform Building Code As defin
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Example Two, Shallow Embedded Ancho
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Appendix 5 This page has been reser
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