Construction

New PDF release: ACI 117-10: Specification for Tolerances for Concrete

By ACI Committee 117

ISBN-10: 0870313797

ISBN-13: 9780870313790

His specification offers regular tolerances for concrete building and fabrics. This rfile is meant for use by means of specification writers and ACI committees writing criteria because the reference rfile for constructing tolerances for concrete building and fabrics.

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Additional info for ACI 117-10: Specification for Tolerances for Concrete Construction and Materials and Commentary

Sample text

The concrete flooring contractor cannot control elevations of steel or precast concrete members upon which concrete slabs are cast. In the instance of slabs cast on metal deck, there is also a practical limitation on the increase of slab thickness to accommodate differential elevations or deflections. If the Specifier requires the concrete slab to be placed level on deflecting or cambered supporting steel or precast, the plus tolerance is likely to be exceeded. Formed suspended slabs, before removal of supporting shores...............................................................

2—Edges of openings, sleeves, and embedments. 1 Columns and walls 12 in. or less ..................................................... +3/8 in. –1/4 in. Refer to Fig. 1. More than 12 in. and less than 36 in. +1/2 in. –3/8 in. More than 36 in. +1 in. –3/4 in. 1 Length or width of opening............. +1-1/2 in. –1/4 in. 1 Length or width of opening................... +1 in. –0 in. 1 Length or width of plate ............................. + 2 in. –0 in. 1 Deviation from plumb Translation of silo centerline, or rotation of silo wall from a fixed point at the base of the structure 100 ft or less........................................................

In situations where this procedure may result in unsatisfactory slab elevations (for example, unshored beams that deflect or supporting steel or precast set with large deviations from specified elevation), the Architect/Engineer should specify, or the contractors involved should agree on, a satisfactory procedure. The concrete flooring contractor cannot control elevations of steel or precast concrete members upon which concrete slabs are cast. In the instance of slabs cast on metal deck, there is also a practical limitation on the increase of slab thickness to accommodate differential elevations or deflections.

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ACI 117-10: Specification for Tolerances for Concrete Construction and Materials and Commentary by ACI Committee 117


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