About This

• CODE-LISTED UPLIFT CONNECTOR: Covered by ICC-ES ESR-2613 with a 555 lb allowable uplift load at CD 1.6 for wind and seismic, for lumber S.G. 0.50 and 0.55; complies with 2018, 2015, 2012, 2009, and 2006 IBC and IRC plus Florida Building Code supplements
• 20-GAUGE GALVANIZED STEEL: Made of ASTM A653 SS Grade 33 galvanized carbon steel with 33,000 psi minimum yield and 45,000 psi minimum tensile strength; No. 20 gauge with 0.0335 in minimum base-metal thickness and minimum G90 zinc coating
• STRAIGHTFORWARD NAILING SCHEDULE: Fastens with six 0.148 in x 3 in (10d common) nails into the stud and four into the plate, plus one 10d common toenail driven through the connector at approximately 30 degrees into the wood sill plate per ESR-2613 Table 6
• BEFORE OR AFTER SHEATHING: Installs before or after sheathing, including retrofit applications; angled nail holes plus the single toenail create a positive connection between one edge of a wood stud and the contiguous edge of the wood sill plate
• CONTRACTOR 100-PACK: Full master carton of 100 stud-plate ties, each 3-1/2 in W x 5-1/16 in L; resists uplift, wind, and seismic forces in a continuous load path and is suitable for preservative-treated lumber when hot-dip galvanized fasteners are used

Overview

• Color : Silver
• Brand : Simpson Strong-Tie
• Material : Galvanized Steel
• Item dimensions L x W x H : 9 x 6 x 3 inches
• Unit Count : 100 Count