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4 Wood Construction Connectors ALPHABETICAL INDEX SDS Screw ....................20, 89 SDSD SDS Driver ................20 SET Epoxy ......................... ..29 SH Sawhorse Bracket........179 S/JCT Hanger ....................173 S/JCT8-14 Hanger .............173 S/HJCT Hanger..................1 73 Software................. ...........194 SP, SPH Stud Plate Tie......168 SS Stud Shoe ....................174 SSP Single Stud Plate .......168 SSTB Anchor Bolt ..........33-34 ST Strap Tie ..............155, 156 STC Roof Truss Clip ..........144 STCT Roof Truss Clip ........144 Steel Strong-Wall ......56-61 ...

98 Engineered Wood Structural Composite Lumber Connectors TOP FLANGE HANGERS ITT/MIT/HIT/ITTM Engineered Wood Products Hangers A dedicated range of Top Flange I-joist hangers meeting the unique needs of I-joists while offering superior performance and ease of installation. ITT Bend Tab Nailing Nail the ITTs special bend-tab with 10dx1 nails at approximately 45 into the bottom flange of the I-joist when web stiffeners are not used. The bend tab can also be nailed directly into the web stiffener. This constrains the I-joist, helping to reduce squeaks resulting from joist movement. Reduced embossing ...

99 Engineered Wood Structural Composite Lumber Connectors TOP FLANGE HANGERS ITT/MIT/HIT/ITTM Engineered Wood Products Hangers OPTIONAL NAILING FOR INCREASED UPLIFT NAILER TABLE This table indicates the maximum allowable loads for ITT/MIT/HIT hangers used on wood nailers. The header nail type must be substituted for those listed in other tables. 1. Loads are based on Doug Fir, and have been increased 33% and 60% for wind or earthquake loading with no further increase allowed. Reduce according to the code for normal loading criteria such as in cantilever construction. 2. Web stiffeners are required ...

104 Engineered Wood Structural Composite Lumber Connectors TOP FLANGE HANGERS I-JOISTS SCL 1. Loads may not be increased for short-term loading. Uplift loads are based on tests on solid wood headers. 2. Uplift loads are based on Douglas Fir, and have been increased 33% and 60% for wind or earthquake loading with no further increase allowed. Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. 3. ITTM and WM loads listed are based on embedded installation (mid-wall) into a masonry block wall. 4. When I-joist is used as header, all nails must be 10dx1 . 5. SCL, structural ...

Typical LSTI Installation The HRS, a heavy 12 gauge strap tie, provides greater support in construction and repair of home projects. Straight lines and chamfered edges for better appearance. Easy nailing pattern for connecting the sides of 2x members. The MSTC series has countersunk nail slots for a lower nailing profile. Install Strap Ties where plates or soles are cut, at wall intersections, and as ridge ties. LSTA and MSTA straps are engineered for use on 1 members. The 3" center-to-center nail spacing reduces the possibility of splitting. For the MST, this may be a problem on lumber narrower ...