STRUCTURAL ATTACHMENTS
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- Luke Colin Harris
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1 Brace Structural Attachment Selection Procedure ) Determine structure to be attached to from the following: A) Concrete B) Wood Beam C) Structural Steel 2) Reference structure connection type from Appendix & 2. 3) Choose appropriate structural detail that meets structure connection type. (I, II, III, IV or V) pages 24 thru 38. 4) Determine anchor size. On concrete structure attachments, calculate minimum embedment and minimum distance between anchors. General Notes For Concrete Attachments ) The minimum embedment values given on pages provide the anchor capacity to reach the design loads shown, but may be considered by the 997 UBC to be shallow anchors (embedment less that 8 times the anchor diameter). Using shallow anchors may increase the design seismic force, depending on the building code used. As an alternative, consider using the following values to avoid shallow anchor issues: Anchor Bolt Dia. 8x Embedment 3/8 3 (76mm) /2 4 (0mm) 5/8 5 (27mm) 3/4 6 (52mm) 2) Size and number expansion anchors is based on "without special inspection" values given in ICBO (International Conference Building Officials) Report No dated February, 200, Hilti Kwik Bolt - II Carbon Steel Allowable Tension and Shear Values. 3) Other anchors may be used providing they are listed in an ICBO ES Evaluation Report, which was tested in accordance with AC0, including the seismic qualification tests AC0 Section 5.6. These values must meet or exceed the values provided in ICBO Report No. 4627, and must be approved by the structural engineer record. OSHPD change order is required for California hospitals. 4) For California Essential Facilities, 50% the expansion type anchor (alternate anchors in a group) shall be pro tested per Appendix 3. Other projects may have similar requirements, check local codes and ordinances. 5) Cast in place concrete anchors require special inspection as indicated in the building code for the local jurisdiction. 6) When slab thickness is less than the minimum allowable, but in excess the minimum anchor embedment, a thru bolt approach may be used if approved by the site engineer. 7) When installing drill-in anchors in existing non-prestressed reinforced concrete, use care and caution to avoid cutting or damaging the existing reinforcing bars. When installing them into existing prestressed concrete (pre-or post-tensioned), locate the prestressed tendons by using a non-destructive method prior to installation. Exercise extreme care and caution to avoid cutting or damaging the tendons during installation. Maintain a minimum clearance inch (25mm) between the reinforcement and the drilled-in anchor. 23
2 T Concrete Attachments F Expansion anchors diameter 'D'. Detail Slab Minimum embedment anchor in concrete is 'E'. /2" x /4" Hex Head Normal Weight Concrete Detail 2 Metal Deck Expansion anchors diameter 'D'. T Light Weight or Normal Weight Concrete F E /2" x /4" Hex Head Light Weight or Normal Weight Concrete Metal Deck Minimum Minimum Minimum Distance Minimum Structure Anchor* Embedment Distance From Edge To Concrete Connection Bolt Anchor in Between Center Bolt Coverage Type Dia. 'D' Concrete 'E' ** Anchors F T lbs. (kn) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) I 75 (0.78) 3/8" (9.5) 2 /4" (57.) 6 2 /3" (69.3) 6 /2" (65.) 3/4" (9) II, III 450 (2.00) 5/8" (5.9) 4 /2" (4.3) 0 2 /3" (270.9) " (279.4) 3 /8" (35) * Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum light weight concrete. ** See important notes on page 23. Normal Weight Concrete Minimum Minimum Minimum Distance Minimum Structure Anchor* Embedment Distance From Edge To Concrete Connection Bolt Anchor in Between Center Bolt Coverage Type Dia. 'D' Concrete 'E' ** Anchors F T lbs. (kn) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) I, II 300 (.33) 3/8" (9) 2 /2" (63) 5" (27) 4 7 /8" (24) 3/4" (9) III 450 (2.00) /2" (3) 3 /2" (89) 7" (78) 6 3 /4" (7) /6" (27) IV 675 (3.00) 5/8" (6) 4" (0) 8" (203) 8 /4" (209) 3 /8" (35) V 975 (4.33) 3/4" (9) 4 3 /4" (20) 9 /2" (24) 9 3 /4" (247) 7 /6" (36) * Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum normal weight concrete. ** See important notes on page
3 Concrete Attachments Detail 3 Slab T 'F' X Expansion anchors diameter 'D'. Minimum embedment anchor in concrete is 'E'. B202 Square Washer B202 Square Washer & Hex Nut Equal Distance Equal Distance B22 Channel 5 /8" (4mm) x 5 /8" (4mm) /2" x /4" (4mm) Hex Head Minimum Minimum Distance Minimum Structure Anchor* Minimum Distance From Edge To Concrete Connection Bolt Embedment Between Anchors Center Bolt Coverage Type Dia. 'D' 'E' ** X F T lbs. (kn) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) I, II, III, IV 675 (3.00) 3/8" (9) 2 /2" (63) 5" (27) 4 7 /8" (24) 3/4" (9) V 975 (4.33) /2" (3) 3 /2" (89) 7" (78) 6 3 /4" (7) /6" (27) * Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum normal weight concrete. ** See important notes on page 23. Note: 24 (609mm) maximum distance between anchors. 25
4 Concrete Attachments Detail 4 Metal Deck STRUCTURAL ATTACHMENTS 'F' X T Expansion anchors diameter 'D'. E B22 Channel 5 /8" (4mm) x 5 /8" (4mm) Equal Distance Equal Distance B202 Square Washer B202 Square Washer & Hex Nut Transverse Brace /2" x /4" (32mm) Hex Head Light Weight or Normal Weight Concrete Metal Deck Minimum Minimum Distance Minimum Structure Anchor* Minimum Distance From Edge To Concrete Connection Bolt Embedment Between Anchors Center Bolt Coverage Type Dia. 'D' 'E' ** X F T lbs. (kn) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) I, II, III 450 (2.00) 3 /8" (9) 2 /4" (57) 6 2 /3" (69) 6 /2" (65) 3 /4" (9) IV, V 975 (4.33) 5 /8" (6) 4 /2" (4) 0 2 /3" (27) " (279) 3 /8" (35) * Hilti Kwik Bolt II in 3000 psi (20.7 MPa) minimum light weight or normal weight concrete. ** See important notes on page 23. Note: 24 (609mm) maximum distance between anchors. 26
5 Concrete Attachments Detail 5 Slab Minimum distance from edge concrete to center bolt is (0 x 'D'). B250 cast in place anchors diameter 'D'. (See Page 75) (25mm) min. Minimum embedment in concrete. 'E'. /2" x /4" Hex Head Minimum Structure Cast In Place Minimum Distance Connection Anchor* Embedment Between Type Dia. 'D' 'E' Anchors lbs. (kn) in. (mm) in. (mm) in. (mm) I, II, III 450 (2.00) 3 /8" (9) 3" (76) 4 /2" (4) IV, V 975 (4.33) /2" (3) 4" (0) 6" (52) * B-Line Figure B250 in 3000 psi (20.7 MPa) minimum normal weight concrete. Note: Pre-cast anchors must be accurately secured prior to pouring concrete. 27
6 Concrete Attachments STRUCTURAL ATTACHMENTS Detail 6 Metal Deck Minimum distance from edge concrete to center bolt is (0 x 'D'). B250 cast in place anchors diameter 'D'. (See Page 75) (25mm) min. E Transverse Brace /2" x /4" Hex Head Light Weight Concrete Minimum Structure Cast In Place Minimum Distance Connection Anchor* Embedment Between Type Dia. 'D' 'E' Anchors lbs. (kn) in. (mm) in. (mm) in. (mm) I 75 (0.78) 3 /8" (9) 3" (76) 4 /2" (4) II 300 (.33) /2" (3) 4" (0) 6" (52) * B-Line Figure B250 in 3000 psi (20.7 MPa) minimum light weight concrete. Note: Pre-cast anchors must be accurately secured prior to pouring concrete. Normal Weight Concrete Minimum Structure Cast In Place Minimum Distance Connection Anchor* Embedment Between Type Dia. 'D' 'E' Anchors lbs. (kn) in. (mm) in. (mm) in. (mm) I, II 300 (.33) 3 /8" (9) 3" (76) 4 /2" (4) I, II 300 (.33) /2" (3) 4" (0) 6" (52) * B-Line Figure B250 in 3000 psi (20.7 MPa) minimum normal weight concrete. Note: Pre-cast anchors must be accurately secured prior to pouring concrete. 28
7 Concrete Attachments Minimum distance from edge concrete to center bolt is (0 x 'D'). Detail 7 Slab X (25mm) min. B250 cast in place anchors diameter 'D'. (See Page 75) Minimum embedment anchor in concrete. 'E'. B202 Square Washer B22 Channel 5 /8" (4mm) x 5 /8" (4mm) Equal Distance Equal Distance B202 Square Washer & Hex Nut /2" x /4" Hex Head Cap Screws & N225WO Nuts Minimum Structure Cast In Place Minimum Distance Connection Anchor* Embedment Between Type Dia. 'D' 'E' Anchors X lbs. (kn) in. (mm) in. (mm) in. (mm) I, II, III, IV, V 975 (4.33) 3 /8" (9) 3" (76) 4 /2" (4) I, II, III, IV, V 975 (4.33) /2" (3) 4" (0) 6" (52) * B-Line Figure B250 in 3000 psi (20.7 MPa) minimum normal weight concrete. Notes: 24 (609mm) maximum distance between anchors. Pre-cast anchors must be accurately secured prior to pouring concrete. 29
8 Minimum distance from edge concrete to center bolt is (0 x 'D'). Concrete Attachments Detail 8 Metal Deck X (25mm) min. B250 cast in place anchors diameter 'D'. (See Page 75) Equal Distance B202 Square Washer & Hex Nut Equal Distance E B202 Square Washer B22 Channel 5 /8" (4mm) x 5 /8" (4mm) /2" x /4" Hex Head Light Weight Weight Concrete Structure Cast In Place Minimum Min. Distance Connection Anchor* Embedment Between Type Dia. 'D' 'E' Anchors X lbs. (kn) in. (mm) in. (mm) in. (mm) I, II, III 450 (2.00) 3 /8" (9) 3" (76) 4 /2" (4) I, II, III 450 (2.00) /2" (3) 4" (0) 6" (52) * B-Line Figure B250 in 3000 psi (20.7 MPa) minimum light weight concrete. Notes: 24 (609mm) maximum distance between anchors. Pre-cast anchors must be accurately secured prior to pouring concrete. Normal Weight Concrete Structure Cast In Place Minimum Min. Distance Connection Anchor* Embedment Between Type Dia. 'D' 'E' Anchors X lbs. (kn) in. (mm) in. (mm) in. (mm) I, II, III, IV 675 (3.00) 3 /8" (9) 3" (76) 4 /2" (4) I, II, III, IV 675 (3.00) /2" (3) 4" (0) 6" (52) * B-Line Figure B250 in 3000 psi (20.7 MPa) minimum normal weight concrete. Notes: 24 (609mm) maximum distance between anchors. Pre-cast anchors must be accurately secured prior to pouring concrete. 30
9 Concrete Attachments Detail 9 Slab Minimum distance from edge concrete to center bolt is (0 x 'D'). B2500 Spot Insert with N2500 Square Nut thread size 'D'. (See Page 76) (25mm) min. Minimum embedment in concrete 'E'. B200 Series Square Washer /2" x /4" Hex Head Minimum Structure Thread Minimum Distance Connection Size Embedment Between Type 'D' 'E' Anchors lbs. (kn) in. (mm) in. (mm) I 75 (0.78) /2"-3, 5 /8"-, 3 /4"-0, 7 /8"-9 9 /6" (40) 6" (52) * B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete. 3
10 Concrete Attachments Minimum distance from edge concrete to center bolt is (0 x 'D'). B2500 Spot Insert with N2500 Square Nut thread size 'D'. (See Page 76) Detail 0 Metal Deck (25mm) min. E B200 Series Square Washer Transverse Brace /2" x /4" Hex Head Normal Weight Concrete Minimum Structure Thread Minimum Distance Connection Size Embedment Between Type 'D' 'E' Anchors lbs. (kn) in. (mm) in. (mm) I 75 (0.78) /2"-3, 5 /8"-, 3 /4"-0, 7 /8"-9 9 /6" (40) 6" (52) * B-Line Figure B2500 in 3000 psi (20.7 MPa) minimum normal weight concrete. 32
11 Concrete Attachments Detail L B32I-8 or Stronger Concrete Insert Attached to Concrete Structure (See Pages 77 & 78) B633- /2, B634, B /2 or B650- /2 Adjustable Hinge (See Pages 59 & 60) Reduce loads by 50% when Adjustable Hinge is mounted within 2 (5mm) from the end the insert. Use /2 diameter bolts and /2 channel nuts ( ) Minimum Structure Allowable Insert Connection Length Type L lbs. (kn) in. (mm) I,II,III,IV,V 975 (4.33) 8" (203) 33
12 Wood Beam Attachments (Used for Bracing Perpendicular) Detail 2 B x 2 x /4 (min.) Series Square Washer & Hex Nut (See Pages 62 & 74) Wood Beam Thickness Thru bolt diameter D. Must be above the neutral axis wood beam and a minimum (4 x D ) from top and bottom the beam. Adjustable Hinge /2" x /4" Hex Head Cap Screws & N225WO Nuts /2 (38mm) 3 /2 (89mm) Structure Allowable Minimum Beam Minimum Beam Connection * Thickness Thickness Type Bolt Dia D Bolt Dia D lbs. (kn) in. (mm) in. (mm) I 75 (0.78) /2" (3) /2" (3) II 300 (.33) /2" (3) /2" (3) III 450 (2.00) 3 /4" (9) /2" (3) IV 675 (3.00) /8" (6) V 975 (4.33) /4" (9) * Based on douglas fir with.5 specific gravity or greater. 34
13 Wood Beam Attachments (Used for Bracing Perpendicular) Detail 3 3 /2" Min. Wood Beam Thickness 4 x D minimum Lag Bolt diameter D with 3 (76.2mm) minimum embedment 4 x D minimum Adjustable Hinge /2" x /4" Hex Head Cap Screws & N225WO Nuts Structure Allowable Lag Bolt Connection * Dia D Type lbs. (kn) in. (mm) I 75 (0.78) /2" (3) * Based on douglas fir with.5 specific gravity or greater. 35
14 Wood Beam Attachments Detail 4 Used where brace runs parallel to wood beam or where double bolts are required. Bolt diameter D through wood with B3248-2x2x/4 (minimum) series Square Washer & Hex Nut (See Pages 62 & 74) B3060SW Series (See Page 73) /2" x /4" (32mm) Hex Head Cap Screw with Lock Washer & Hex Nut Angle must be attached to wood beam above the neutral axis at a minimum (4 x D ) from the top and bottom the beam. Adjustable Hinge /2" x /4" Hex Head Cap Screws & N225WO Nuts /2 (38mm) 3 /2 (89mm) Structure Allowable Minimum Beam Minimum Beam Connection * Thickness Thickness Type Bolt Dia D Bolt Dia D lbs. (kn) in. (mm) in. (mm) I 75 (0.78) /2" (3) /2" (3) II 300 (.33) 5 /8" (6) /2" (3) III 450 (2.00) 3 /4" (9) 5 /8" (6) IV 675 (3.00) " (25) 5 /8" (6) * Based on douglas fir with.5 specific gravity or greater. 36
15 Wood Beam Attachments Detail 5 Used where brace runs parallel to wood beam or where double bolts are required. Minimum beam thickness 3 /2 (88.9mm) required. Lag bolts diameter D with 3 (76.2mm) embedment (min.) B3060SW Series (See Page 73) /2" x /4" (32mm) Hex Head Cap Screw with Lock Washer & Hex Nut Angle must be attached to wood beam above the neutral axis at a minimum (4 x D ) from the top and bottom the beam. Adjustable Hinge /2" x /4" Hex Head Cap Screws & N225WO Nuts Structure Allowable Lag Bolt Connection * Dia D Type lbs. (kn) in. (mm) I 75 (0.78) /2" (2) * Based on douglas fir with.5 specific gravity or greater. 37
16 Structural Steel Case Detail 6 Case 2 Bolt Diameter 'D' ASTM A307 or Better STRUCTURAL ATTACHMENTS B-Line B3234 Bevel Washer When Required Lock Washer Required B3248 Case 3 /4 (6mm) thick Case 4 sized to fit joist Structure Allowable Bolt Diameter Connection D Type lbs. (kn) in. (mm) I, II, III 450 (2.00) 3 /8" (9) IV, V 975 (4.33) /2" (2) * See Note M) on page 0. Note: Due to induced torsional load, the structural members in Case & 2 must be verified by structural site engineer for adequate strength. 38
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