Constructions Standards Checklists
CONVENTIONAL SLAB-ON-GRADE
FOUNDATIONS A. All areas around the foundation, plumbing, electrical and chases have been backflled in accordance with soils report and Engineer of Record (EOR) design specifcations. B. All conduit is placed at a sufficient depth below the slab so as not to impact the thickness of the slab. C. All footing trenches are clean, straight and square. D. Minimum 6 mil vapor barrier installed beneath all slab and grade beams, unless exempted by local code or EOR with all seams or cuts sealed with polypropylene tape. E. Pipes passing through concrete are protected
with sleeve or wrap that allows for movement including expansion and contraction of piping. F. Vapor barrier at penetrations includes an additional 2' x 2' piece poly vapor barrier that is sealed to feld of the vapor barrier and the penetration. G. When using non-structural welded wire metal reinforcement, it is elevated using chairs so that the wire is placed in the top 1/3 of the slab. H. Slab depth meets minimum slab depth requirement of 3 ½” per code or refer to EOR structural drawings. I. All slabs have control joints cut or tooled 1/4 thickness of the slab at 10' intervals within 24 hours of placement. J. EOR is required to make spot observations of the trade contractor.
6 | Foundations | CONSTRUCTION STANDARDS CHECKLISTS
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