| 1 | Select an approved anchor system | Choose a wedge anchor with published evaluation data for the intended concrete condition, including cracked or uncracked concrete where applicable. | Check compliance with the applicable project requirements, such as ACI 318 Chapter 17 design provisions and an evaluation report based on ICC-ES AC193 or an equivalent qualification method. | Unverified load values may lead to unsafe design assumptions and rejection during inspection. |
| 2 | Match the anchor size to the load | Size the diameter and effective embedment for tension, shear, combined loading, concrete strength, and fixture thickness. Common nominal diameters include approximately 1/4 in to 1 in, but availability and capacity vary by system. | Use published allowable or design-strength tables rather than comparing diameter alone. Confirm the required effective embedment, not just the overall anchor length. | A larger-looking anchor can still be inadequate if embedment, concrete strength, or edge conditions are insufficient. |
| 3 | Plan spacing and edge distance | Maintain the minimum center-to-center spacing and concrete edge distance specified for the exact anchor, diameter, embedment, and load direction. | Do not assume a universal value. Many expansion-anchor systems use minimum dimensions near 4 times the anchor diameter as a baseline, but the approved design data may require greater distances, especially near edges or under high tension. | Reduced spacing or edge distance can cause concrete breakout, splitting, lower capacity, or anchor interaction. |
| 4 | Confirm installation depth and hole preparation | Drill the correct hole diameter and depth, remove drilling dust, and install the anchor to the specified effective embedment. The drill bit diameter is commonly equal to the nominal anchor diameter, subject to the product instructions. | Verify hole diameter, minimum hole depth, hole-cleaning method, fixture thickness, and required protrusion. Do not reuse an improperly drilled or contaminated hole without approved corrective action. | Dust, oversized holes, shallow embedment, or inadequate cleaning can prevent proper expansion and reduce load resistance. |
| 5 | Use the specified installation torque | Tighten the nut with a calibrated torque wrench to the value listed for the exact anchor size and material. Torque values are not interchangeable between anchor types or manufacturers. | Record the required torque, wrench calibration status, washer and nut requirements, and any inspection or proof-testing procedure. Torque is an installation control, not a substitute for structural design. | Under-torque may cause insufficient expansion; over-torque may damage threads, deform the anchor, or overstress the concrete. |
| 6 | Choose corrosion protection for the exposure | Use zinc-plated steel for suitable dry interior conditions, hot-dip galvanized steel for more demanding atmospheric exposure, or stainless steel where moisture, chlorides, or chemical exposure requires it. | Confirm the material and coating designation, including relevant specifications such as ASTM F1941 for electrodeposited coatings, ASTM F2329 for hot-dip galvanized fasteners, or ASTM F593 for stainless-steel bolts. | Inadequate corrosion resistance can reduce cross-sectional area, weaken threads, and make future inspection or removal difficult. |
| 7 | Evaluate long-term performance and documentation | Consider sustained tension, fatigue, vibration, temperature, seismic demand, fire exposure, concrete cracking, and the expected service life of the connection. | Keep the product technical data, evaluation report, installation instructions, lot information, torque records, inspection results, and design calculations with the project documentation. | A connection that passes initial installation checks may still fail to meet long-term requirements if service conditions are not evaluated. |