The Power-Bolt+ anchor is a torque controlled, heavy duty sleeve style anchor which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete and lightweight concrete. The anchor is manufactured with a zinc plated carbon steel bolt, sleeve, cone and expansion clip. The Power-Bolt+ has a low profile finished hex head and a full size thick bearing sleeve to provide increased capacity in shear connections.

Features

• Consistent performance in high and low strength concrete
• Nominal drill bit size is the same as the anchor diameter
• Anchor can be installed through standard fixture holes
• Length ID code and identifying marking stamped on head of each anchor
• Anchor design allows for follow-up expansion after setting under tensile loading
• High shear load capacity
• Low profile finished hex bolt head
• DEWALT dust removal drilling system (with HEPA dust extractor) can be used for an OSHA 1926.1153 Table 1 compliant solution

Applications

• Structural connections, i.e., beam and column anchorage
• Cracked concrete / tension zone applications
• Seismic Attachments (SDC A - F)
• Conveyors and Material Handling
• Base Plates and Racking
• Guards, Bumpers and Barriers
• Mounting Machinery

Specifications

• Anchor Materials: carbon steel
• Head Style: Finished Hex Head
• Finish: Zinc plated
• Anchor Size: 1/2" X 3-1/2"
• Anchor Diameter: 1/2"
• Anchor Length: 3-1/2"
• Maximum Fixture Thickness: 1/4"
• Quantity: 50
• Suitable Base Materials: Normal-weight concrete, Lightweight concrete
• Approvals & Listings: International Code Council, Evaluation Service (ICC-ES), ESR-3260 for cracked and uncracked concrete; code complaint with the 2021 IBC/IRC, 2018 IBC/IRC, 2015 IBC/IRC and 2012 IBC/IRC, Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (anchor category 1 for 1/2" to 3/4" sizes), Tested in accordance with ACI 355.2/ASTM E488 and ICC-ES AC193 for use in structural concrete under the design provisions of ACI 318 (-19 or -14) Chapter 17 or ACI 318-11 Appendix D, City of Los Angeles, LABC Supplement (within ESR-32

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