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Top Bracket Variations <br /> H H <br /> Il <br /> Wood Screws Construction Adhesive <br /> (See Note 3) (See Note 2) <br /> I_I <br /> t_4�� <br /> Existing Wood Girder Plate Bracket Plate Bracket <br /> or New Wood (SJQ350TP-A) Existing Steel Girder (SJQ350TP-A) <br /> Supplemental Beam 01-YV AII-Thread Rod OY4'Bolt and Nut <br /> 01 Y4"All-Thread Rod �"Bolt and Nut (SJQ125ATR) (See Note 4) <br /> (SJQ125ATR) (See Note 4) (See Note 7) <br /> (See Note 7) Threaded Post Cap Threaded Post Cap <br /> 3.50"Sq.Post (SJQ350TI) 3.50"Sq.Post (SJQ350TI) <br /> Field Cut to Length Field Cut to Length <br /> (SJQ350T84 or Self-Drilling Screws (SJQ350T84 or Self-Drilling Screws <br /> SJQ350T120) (See Note 1) SJQ350T120) (See Note 1) <br /> Plate bracket with new or existing wood girder Plate bracket with existing steel girder <br /> u u Splice Bracket <br /> (See )Note 5) ' <br /> 4.00"Sq.Beam Self-Drilling Screws Butt Joint 4.00"Sq.Beam <br /> Continuous Over (See Note 1) (Beam Ends are Both Sides of Bracket <br /> Support(SJQ400B96, U-Bracket Within 2.50"apart) (SJQ400B96, <br /> SJQ400B120, (SJQ350TP-B) OY4"Bolt and Nut SJQ400B120,or <br /> or SJQ400B144) (See Note 4) SJQ400B144) <br /> (See Note 6) OX"Bolt and Nut (See Notes 5 and 6) <br /> (See Note 4) Threaded Post Cap <br /> Threaded Post Cap (SJQ350TI) 01 Ya"All-Thread Rod <br /> (SJQ350T1) O1-Y4"All-Thread Rod (SJQ125ATR) <br /> 3.50"Sq.Post (SJQ125ATR) 3.50"Sq.Post (See Note 7) <br /> Field Cut to Length (See Note 7) Field Cut to Length <br /> (SJQ350T84 or Self-Drilling Screws (SJQ350T84 or Self-Drilling Screws <br /> SJQ350T120) (See Note 1) SJQ350T120) (See Note 1) <br /> U-bracket with new 4"supplemental SmartJack'beam Splice bracket with new 4"supplemental SmartJack beam <br /> (1) #14 or 1/4"self-drilling screws may be used as an optional feature to maintain positive attachment between components. <br /> (2) Construction adhesive should be used in interior basement applications to maintain positive attachment to a supported steel beam. <br /> (s) Wood screws may be used as an optional feature to maintain positive attachment to a supported wood beam. <br /> (4) �/4"bolt and nut should be used when disabling of the height adjustment mechanism is required.This bolt and nut may also be used <br /> as an optional feature to maintain positive attachment to the all-thread rod. <br /> (s) Splice bracket should only be used at interior supports when supporting beams of similar length on both sides.Splice brackets shall <br /> not be used to support cantilevered beams. <br /> (6) Additional requirements for the support of cantilevered beams can be found within the design example later in this appendix. <br /> (7) All-thread rod must be fully engaged through the thickness of the threaded post cap. <br /> ©2017Supportworks°--^------------- --------__------_- —_-- Appendix4A <br /> All Rights Reserved 310 SmartJack®Systems <br />