I compiled a one-page spec clause aligned with ACI 318–19 Chapter 17 and ICC-ES ESRs for adhesive/mechanical anchors; we used it on a 7-story job in Denver in November and it cut RFIs while tightening acceptance with 1.5× service proof-loads and calibrated torque logs. If you want the template and the field checklist, I can share; I’m also interested in whether you require installer certification and periodic torque audits to maintain structural integrity and safety compliance.