SP-66(04): ACI Detailing Manual-2004 - Table of Contents:

DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (315-99) Part A-Responsibilities of the architect/engineer Structural drawings General Drawing standards Structural drawings-Buildings and other structures Structural drawings-Highway and transportation structures Standards of practice General Tolerances Bar lengths Hooks and bends Beams and girders Columns Development and splices of reinforcing steel Joint details Reinforcing steel supports Special details for seismic design of frames, joints, walls, diaphragms, and two-way slabs Corrosion-resistant coatings for reinforcing steel Part B-Responsibilities of the detailer Placing drawings Definition Scope Procedure Drawing standards Building drawings Highway drawings Detailing to fabricating standards Fabricating practice standards Fabrication Extras Tolerances Supports for reinforcing steel General Types of bar supports Side form spacers and beam bolsters Placing reinforcing steel supports Computer-assisted detailing Use of computers in detailing Placing drawings Ordering procedures Recommended practices for location of bars designated only by size/spacing Glossary References Reference standards Cited references MANUAL OF STRUCTURAL AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES (ACI 315R-04) S-1-Foundations (Structural Drawing) P-1-Foundations (Placing Drawing) P-1A-Foundations (Placing Drawing) S-2-Columns (Structural Drawing) P-2-Columns (Placing Drawing) S-3-One-Way Concrete Joist Floor (Structural Drawing) P-3-One-Way Concrete Joist Floor (Placing Drawing) S-4-Flat Slab Floor (Structural Drawing) P-4-Flat Slab Floor (Placing Drawing) S-5-Flat Plate Slab Floor (Structural Drawing) P-5-Flat Plate Slab Floor (Placing Drawing S-6-Beam and Girder Framing (Structural Drawing) P-6-Beam and Girder Framing (Placing Drawing) SP-7A-Slipform Concrete Walls (Combined) Structural-Placing Drawing SP-7B-Slipform Concrete Walls (Combined) Structural-Placing Drawing S-8-Turbine Pedestal (Structural Drawing) P-8-Turbine Pedestal (Placing Drawing) S-9-Foundations-CAD Generated (Structural Drawing) P-9-Foundations-Cad Generated (Placing Drawing) S-10-Seismic Frame Beams, Flat Plate Floor (Structural Drawing) P-10-Seismic Frame Beams, Flat Plate Floor (Placing Drawing) TYPICAL DRAWINGS FOR HIGHWAY STRUCTURES H-1-Slab Bridge-General H-1A-Slab Bridge Abutment Details H-1B-Slab Bridgebent Details H-1C-Slab Bridge Deck Slab and Parapet Details H-2-Precast AASHTO I-Beam Sections-General H-2A-Precast AASHTO I-Beam Sections- Reinforcing Steel H-2B-Precast AASHTO I-Beam Sections-Pretensioned Strands (40 to 55 ft Spans) H-2C-Precast AASHTO I-Beam Sections-Pretensioned Strands (60 to 80 ft Spans) H-2D-Precast AASHTO I-Beam Sections-Pretensioned Strands (90 to 120 ft Spans) H-2E-Precast AASHTO I-Beam Sections-Post-Tensioned Strands (60 to 90 ft Spans) H-2F-Precast AASHTO I-Beam Sections-Post-Tensioned Strands (90 to 120 ft Spans) H-3-Precast/Prestressed Concrete I-Beam Bridge-General H-3A-Precast/Prestressed Concrete I-Beam Bridge-Abutment Details H-3B-Precast/Prestressed Concrete I-Beam Bridge-Bent Details H-3C-Precast/Prestressed Concrete I-Beam Bridge-Framing Plan and Deck Slab Details H-3D-Precast/Prestressed Concrete I-Beam Bridge-Beam Details H-3E-Precast/Prestressed Concrete I-Beam Bridge-Approach Slab and Reinforcing Steel Schedule H-4-Rolled Beam Bridge-General H-4A-Rolled Beam Bridge-Abutment Details H-4B-Rolled Beam Bridge-Bent Details H-4C-Rolled Beam Bridge Deck-Slab Details H-5-Precast Pretensioned Box Sections-General H-5A-Precast Pretensioned Box Sections-Details H-6-Post-Tensioned Concrete Box Girder Bridge-General H-6A-Post-Tensioned Concrete Box Girder Bridge-Abutment Details H-6B-Post-Tensioned Concrete Box Girder-Bridgebent Details H-6C-Post-Tensioned Concrete Box Girder Bridge-Girder Details H-6D-Post-Tensioned Concrete Box Girder-Slab and Girder Reinforcement H-6E-Post-Tensioned Concrete Box Girder Bridge-Miscellaneous Details H-6F-Post-Tensioned Concrete Box Girder Bridge-Approach Slab HE-7-Box Culvert (Structural Drawing) HP-7-Culvert (Placing Drawing) H-8-Cantilevered Retaining Wall-Type 1 (1200 to 9100 mm Heights) H-8A-Cantilevered Retaining Wall-Type 1 (9700 to 10,900 mm Heights) H-8B-Cantilevered Retaining Wall-Type 1A (1200 to 3600 mm Heights) H-8C-Cantilevered Retaining Wall-Type 2 (1800 to 6700 mm Heights) H-8D-Cantilevered Retaining Wall-Details SUPPORTING REFERENCE DATA

Reinforcing bars Bar specifications Welding of bars Overall bar diameter ACI standard fabricating tolerances for nominally square saw-cut bar ends Coated reinforcing bars ASTM specifications for coated bars Design data for reinforcing bars Detailing data for reinforcing bars Table 1-Designations, weights, dimensions, and deformation requirements of standard ASTM reinforcing bars Table 2-ASTM specifications-bar sizes, grades, and requirements for strength in tension, elongation, and bending Table 3-Overall diameter of reinforcing bars Table 4-Maximum gap and end deviation Table 5-Areas (in.2 /ft) for various bar sizes and spacings Table 6-Bundled bars for longitudinal column reinforce-ment Table 7(a) and (b)-Tension development and lap-splice lengths for uncoated reinforcing bars Table 8(a) and (b)-Tension development and lap-splice lengths for epoxy-coated reinforcing bars Table 9-Tension embedment lengths for standard end hooks Table 10-Compression embedment and lap-splice lengths for reinforcing bars Table 11-Maximum arc length for shipping reinforcing bars Table 12-Maximum right angle leg for shipping reinforcing bars Wires and welded wire fabric Introduction Designation of wire size Styles of welded wire fabric Epoxy-coated wires and welded wire fabric Dimensions of welded wire fabric Design data for welded wire fabric Table 13-Specifications for wire and welded wire fabric Table 14-Minimum requirements of wire in welded wire fabric Table 15-Common styles of welded wire fabric Table 16-Sectional areas of welded wire fabric Table 17-Tension development and lap-splice lengths for plain welded wire fabric Table 18-Tension development lengths for deformed welded wire fabrics Table 19-Lap-splice lengths for deformed welded wire fabric Table 20-Tension development and lap-splice lengths for deformed wire Bar supports General Side-form-spacers Nonstandard bar supports CRSI bar-support recommendations Spirals, p. 200 Purpose Definitions Reinforcement recommendations Size and pitch recommendations Spacer recommendations Weight (mass) of spirals Table 21-Recommended spirals for circular columns Table 22-Suggested guidelines for spiral spacers Table 23(a)-Weight (mass) of #3 (#10) spirals Table 23(b)-Weight (mass) of #4 (#13) spirals Table 23(c)-Weight (mass) of #5 (#16) spirals Mathematical tables and formulas Properties of the circle Trigonometric formulas Common symbols and abbreviations Organizations Stress and force designations Structural steel designations Bar supports Parts of a structure (used in marks for structural members) Common abbreviations References Referenced standards and reports