Cooper B-Line Seismic Restraints - Dixie Construction Products
Cooper B-Line Seismic Restraints - Dixie Construction Products Cooper B-Line Seismic Restraints - Dixie Construction Products
STRUCTURAL ATTACHMENTS Wood Beam Attachments (Used for Bracing Perpendicular) Detail 13 3 1 /2" Min. Wood Beam Thickness 4 x ‘D’ minimum Lag Bolt of diameter “D” with 3” (76.2mm) minimum embedment 4 x ‘D’ minimum Adjustable Hinge (See Page 59) 1 /2" x 1 1 /4" Hex Head Cap Screws & N225WO Nuts (See Pages 61 & 62) B-Line Channel Longitudinal or Transverse Brace 1 Load 1 min. Structure Allowable Lag Bolt Connection Load * Dia ‘D’ Type lbs. (kN) in. (mm) I 175 (0.78) 1/2" (13) * Based on douglas fir with .51 specific gravity or greater. 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 35 of Raafat S. Aboulhosn Structural Engineer S 3913
STRUCTURAL ATTACHMENTS Wood Beam Attachments Detail 14 Used where brace runs parallel to wood beam or where double bolts are required. Bolt of diameter ‘D’ through wood with B3248-2x2x1/4 (minimum) series Square Washer & Hex Nut (See Pages 62 & 74) B3060SW Series (See Page 73) 1 /2" x 1 1 /4" (32mm) Hex Head Cap Screw with Lock Washer & Hex Nut (See Pages 61 & 62) Angle must be attached to wood beam above the neutral axis at a minimum of (4 x ‘D’) from the top and bottom of the beam. Adjustable Hinge (See Page 59) 1 1 /2" x 1 1 /4" Hex Head Cap Screws & N225WO Nuts (See Pages 61 & 62) 1 min. B-Line Channel Longitudinal or Transverse Brace Load 1 1 /2” (38mm) 3 1 /2” (89mm) Structure Allowable Minimum Beam Minimum Beam Connection Load * Thickness Thickness Type Bolt Dia ‘D’ Bolt Dia ‘D’ lbs. (kN) in. (mm) in. (mm) I 175 (0.78) 1 /2" (13) 1 /2" (13) II 300 (1.33) 5 /8" (16) 1 /2" (13) III 450 (2.00) 3 /4" (19) 5 /8" (16) IV 675 (3.00) 1" (25) 5 /8" (16) * Based on douglas fir with .51 specific gravity or greater. 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 36 of
- Page 1 and 2: SEISMIC RESTRAINTS Multi-Directiona
- Page 3 and 4: TABLE OF CONTENTS General Informati
- Page 5 and 6: GENERAL INFORMATION I p = Importanc
- Page 7 and 8: GENERAL INFORMATION Cable tray syst
- Page 9 and 10: GENERAL INFORMATION c) Check the re
- Page 11 and 12: GENERAL INFORMATION f) When a flexi
- Page 13 and 14: GENERAL NOTES FOR SEISMIC BRACING G
- Page 15 and 16: SINGLE PIPE/CONDUIT BRACING Single
- Page 17 and 18: SINGLE PIPE BRACING PIPE CLAMP TRAN
- Page 19 and 20: CLEVIS HANGER TRANSVERSE BRACING (F
- Page 21 and 22: TRAPEZE BRACING TRAPEZE TRANSVERSE
- Page 23 and 24: TRAPEZE BRACING TRAPEZE TRANSVERSE
- Page 25 and 26: TRAPEZE BRACING Typical Trapeze ATR
- Page 27 and 28: STRUCTURAL ATTACHMENTS ‘T’ Conc
- Page 29 and 30: Concrete Attachments Detail 4 Metal
- Page 31 and 32: Concrete Attachments STRUCTURAL ATT
- Page 33 and 34: STRUCTURAL ATTACHMENTS Minimum dist
- Page 35 and 36: STRUCTURAL ATTACHMENTS Concrete Att
- Page 37: STRUCTURAL ATTACHMENTS Wood Beam At
- Page 41 and 42: Structural Steel Detail 16 Case 1 C
- Page 43 and 44: Concrete Attachments To Slab HANGER
- Page 45 and 46: Concrete Attachments To Slab HANGER
- Page 47 and 48: Concrete Attachments To Slab HANGER
- Page 49 and 50: Concrete Attachments To Slab HANGER
- Page 51 and 52: Strut Attachments Typical All Threa
- Page 53 and 54: HANGER ROD ATTACHMENTS & APPROVED C
- Page 55 and 56: HANGER ROD ATTACHMENTS & APPROVED C
- Page 57 and 58: 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
STRUCTURAL ATTACHMENTS<br />
Wood Beam Attachments<br />
Detail 14<br />
Used where brace runs parallel to wood beam or where double bolts are required.<br />
Bolt of diameter ‘D’ through wood with<br />
B3248-2x2x1/4 (minimum) series<br />
Square Washer & Hex Nut<br />
(See Pages 62 & 74)<br />
B3060SW Series<br />
(See Page 73)<br />
1 /2" x 1 1 /4" (32mm)<br />
Hex Head Cap Screw<br />
with Lock Washer<br />
& Hex Nut<br />
(See Pages 61 & 62)<br />
Angle must be attached to<br />
wood beam above the neutral<br />
axis at a minimum of (4 x ‘D’)<br />
from the top and bottom of<br />
the beam.<br />
Adjustable Hinge<br />
(See Page 59)<br />
1<br />
1 /2" x 1 1 /4" Hex Head<br />
Cap Screws &<br />
N225WO Nuts<br />
(See Pages 61 & 62)<br />
1 min.<br />
B-<strong>Line</strong> Channel<br />
Longitudinal or Transverse Brace<br />
Load<br />
1 1 /2” (38mm) 3 1 /2” (89mm)<br />
Structure Allowable Minimum Beam Minimum Beam<br />
Connection Load * Thickness Thickness<br />
Type Bolt Dia ‘D’ Bolt Dia ‘D’<br />
lbs. (kN) in. (mm) in. (mm)<br />
I 175 (0.78) 1 /2" (13) 1 /2" (13)<br />
II 300 (1.33) 5 /8" (16) 1 /2" (13)<br />
III 450 (2.00) 3 /4" (19) 5 /8" (16)<br />
IV 675 (3.00) 1" (25) 5 /8" (16)<br />
* Based on douglas fir with .51 specific gravity or greater.<br />
COOPER B-<strong>Line</strong><br />
509 West Monroe Street<br />
Highland, Illinois 62249<br />
Phone: 800-851-7415<br />
Fax: 618-654-1917<br />
Date:<br />
Page No.<br />
Sheet Number:<br />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913<br />
6 - 2 - 06<br />
36<br />
of