![]() ![]() For more information, refer to engineering letter L-F-SSNAILS. The allowable loads of stainless-steel connectors match carbon-steel connectors when installed with stainless-steel Strong-Drive® SCNR Ring-Shank Connector nails.Visit General Corrosion Risks for updated information. Ongoing test programs have shown this also to be the case with other stainless-steel connectors in the product line that are installed with nails. Some load values for the stainless-steel connectors shown here are lower than those for the carbon-steel versions.When cross-grain bending or cross-grain tension cannot be avoided in the members, mechanical reinforcement to resist such forces shall be considered by the designer.Allowable loads in the F 1 direction are not intended to replace diaphragm boundary members and do not account for possible cross-grain bending of the truss or rafter members.For SPF/HF values, multiply these values by 0.86. using (4) 0.131” x 2.5” nails into plate and (5) 0.131” x 2.5” nails into stud (see image gallery for installation illustration). Allowable DF/SP uplift load for stud-to-bottom plate installation is 310 lb.A minimum rafter thickness of 2 1/2” must be used when framing anchors are used on each side of the joist and on the same side of the plate (exception: connectors installed such that nails on opposite side don't interfere). H8 approved for installation with Strong-Drive® SD Connector screws. x 1 1/2" long.These products are available with additional corrosion protection.įor stainless-steel fasteners, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors. x 1 1/2" long may be used at table loads. For a Continuous Uplift Load Path, connections in the same area (i.e., truss-to-plate connector and plate-to-stud connector) must be on the same side of the wall. Installation on the outside of the wall is acceptable, provided a minimum 3 1/2" overhang. ![]()
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