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2018 IRC - Table of Contents

Chapter 3 Overview
Chapter 4 Overview
R403.1 General R403.1.1 Minimum size R403.1.2 Continuous footing in seismic design categories D0, D1 and D2 R403.1.3 Footing and stem wall reinforcing in seismic design categories D0, D1, and D2 R403.1.3.1 Concrete stem walls with concrete footings R403.1.3.2 Masonry stem walls with concrete footings R403.1.3.3 Slabs-on-ground with turned-down footings R403.1.3.4 Interior bearing and braced wall panel footings in seismic design categories D0, D1 and D2 R403.1.3.5 Reinforcement R403.1.3.5.1 Steel reinforcement R403.1.3.5.2 Location of reinforcement in wall R403.1.3.5.3 Support and cover R403.1.3.5.4 Lap splices R403.1.3.6 Isolated concrete footings R403.1.4 Minimum depth R403.1.4.1 Frost protection R403.1.5 Slope R403.1.6 Foundation anchorage R403.1.6.1 Foundation anchorage in seismic design categories C, D0, D1 and D2 R403.1.7 Footings on or adjacent to slopes R403.1.7.1 Building clearances from ascending slopes R403.1.7.2 Footing setback from descending slope surfaces R403.1.7.3 Foundation elevation R403.1.7.4 Alternate setbacks and clearances R403.1.8 Foundations on expansive soils R403.1.8.1 Expansive soils classifications R403.2 Footings for wood foundations R403.3 Frost-protected shallow foundations R403.3.1 Foundations adjoining frost-protected shallow foundations R403.3.1.1 Attachment to unheated slab-on-ground structure R403.3.1.2 Attachment to heated structure R403.3.2 Protection of horizontal insulation below ground R403.3.3 Drainage R403.3.4 Termite protection R403.4 Footings for precast concrete foundations R403.4.1 Crushed stone footings R403.4.2 Concrete footings
R404.1 Concrete and masonry foundation walls R404.1.1 Design required R404.1.2 Design of masonry foundation walls R404.1.2.1 Masonry foundation walls R404.1.3 Concrete foundation walls R404.1.3.1 Concrete cross section R404.1.3.2 Reinforcement for foundation walls R404.1.3.2.1 Concrete foundation stem walls supporting above-grade concrete walls R404.1.3.2.2 Concrete foundation stem walls supporting light-frame above-grade walls R404.1.3.3 Concrete, materials for concrete, and forms R404.1.3.3.1 Compressive strength R404.1.3.3.2 Concrete mixing and delivery R404.1.3.3.3 Maximum aggregate size R404.1.3.3.4 Proportioning and slump of concrete R404.1.3.3.5 Consolidation of concrete R404.1.3.3.6 Form materials and form ties R404.1.3.3.6.1 Stay-in-place forms R404.1.3.3.7 Reinforcement R404.1.3.3.7.1 Steel reinforcement R404.1.3.3.7.2 Location of reinforcement in wall R404.1.3.3.7.3 Wall openings R404.1.3.3.7.4 Support and cover R404.1.3.3.7.5 Lap splices R404.1.3.3.7.6 Alternate grade of reinforcement and spacing R404.1.3.3.7.7 Standard hooks R404.1.3.3.7.8 Construction joint reinforcement R404.1.3.3.8 Exterior wall coverings R404.1.3.4 Requirements for seismic design category C R404.1.4 Seismic design category D0, D1 or D2 R404.1.4.1 Masonry foundation walls R404.1.4.2 Concrete foundation walls R404.1.5 Foundation wall thickness based on walls supported R404.1.5.1 Masonry wall thickness R404.1.5.2 Concrete wall thickness R404.1.5.3 Pier and curtain wall foundations R404.1.6 Height above finished grade R404.1.7 Backfill placement R404.1.8 Rubble stone masonry R404.1.9 Isolated masonry piers R404.1.9.1 Pier cap R404.1.9.2 Masonry piers supporting floor girders R404.1.9.3 Masonry piers supporting braced wall panels R404.1.9.4 Seismic design of masonry piers R404.1.9.5 Masonry piers in flood hazard areas R404.2 Wood foundation walls R404.2.1 Identification R404.2.2 Stud size R404.2.3 Height of backfill R404.2.4 Backfilling R404.2.5 Drainage and dampproofing R404.2.6 Fastening R404.3 Wood sill plates R404.4 Retaining walls R404.5 Precast concrete foundation walls R404.5.1 Design R404.5.2 Precast concrete foundation design drawings R404.5.3 Identification
Chapter 5 Overview
Chapter 6 Overview
R602 Overview R602.1.1 Sawn lumber R602.1.2 End-jointed lumber R602.1.3 Structrual glued-laminated timbers R602.1.4 Structural log members R602.1.5 Structural composite lumber R602.1.6 Cross-laminated timber R602.1.7 Engineered wood rim board R602.1.8 Wood structural panels R602.1.9 Particleboard R602.1.10 Fiberboard R602.1.11 Structural insulated panels R602.2 Grade R602.3 Design and construction R602.3.1 Stud size, height and spacing R602.3.2 Top plate R602.3.3 Bearing studs R602.3.4 Bottom (sole) plate R602.3.5 Braced wall panel uplift load path R602.4 Interior load-bearing walls R602.5 Interior nonbearing walls R602.6 Drilling and notching of studs R602.6.1 Drilling and notching of top plate R602.7 Headers R602.7.1 Single member headers R602.7.2 Rim board headers R602.7.3 Wood structural panel box headers R602.7.4 Nonbearing walls R602.7.5 Supports for headers R602.8 Fireblocking required R602.9 Cripple walls R602.10 Wall bracing R602.10.1 Braced wall lines R602.10.1.1 Length of a braced wall line R602.10.1.2 Offsets along a braced wall line R602.10.1.3 Spacing of braced wall lines R602.10.1.4 Angled walls R602.10.2 Braced wall panels R602.10.2.1 Braced wall panel uplift load path R602.10.2.2 Locations of braced wall panels R602.10.2.2.1 Location of braced wall panels in seismic design categories D0, D1 and D2 R602.10.2.3 Minimum number of braced wall panels R602.10.3 Required length of bracing R602.10.4 Construction methods for braced wall panels R602.10.4.1 Mixing methods R602.10.4.2 Continuous sheathing methods R602.10.4.3 Braced wall panel interior finish material R602.10.4.4 Panel joints R602.10.5 Minimum length of a braced wall panel R602.10.5.1 Contributing length R602.10.5.2 Partial credit R602.10.6 Construction of methods ABW, PFH, PFG, CS-PF and BV-WSP R602.10.6.1 Method ABW: Alternate braced wall panels R602.10.6.2 Method PFH: Portal frame with hold-downs R602.10.6.3 Method PFG: Portal frame at garage door openings in seismic design categories A, B and C R602.10.6.4 Method CS-PF: Continuously sheathed portal frame R602.10.6.5 Wall bracing for dwellings with stone and masonry veneer in seismic design categories D0, D1 and D2 R602.10.6.5.1 Length of bracing R602.10.7 Ends of braced wall lines with continuous sheathing R602.10.8 Braced wall panel connections R602.10.8.1 Braced wall panel connections for seismic design categories D0, D1 and D2 R602.10.8.2 Connections to roof framing R602.10.9 Braced wall panel support R602.10.9.1 Braced wall panel support for seismic design categories D0, D1 and D2 R602.10.10 Cripple wall bracing R602.10.10.1 Cripple wall bracing for seismic design categories D0 and D1and townhouses in seismic design category C R602.10.10.2 Cripple wall bracing for seismic design category D2 R602.10.10.3 Redesignation of cripple walls R602.11 Wall anchorage R602.11.1 Wall anchorage for all building in seismic design categories D0, D1 and D2 and townhouses in seismic design category C R602.11.2 Stepped foundations in seismic design categories D0, D1 and D2 R602.12 Simplified wall bracing R602.12.1 Circumscribed rectangle R602.12.2 Sheating materials R602.12.3 Bracing unit R602.12.3.1 Multiple bracing units R602.12.4 Number of bracing units R602.12.5 Distribution of bracing units R602.12.6 Narrow panels R602.12.6.1 Method CS-G R602.12.6.2 Method CS-PF R602.12.6.3 Methods ABW, PFH, and PFG R602.12.7 Lateral support R602.12.8 Stem walls
R606 Overview R606.1 General R606.1.1 Professional registration not required R606.2 Masonry construction materials R606.2.1 Concrete masonry units R606.2.2 Clay or shale masonry units R606.2.3 AAC masonry R606.2.4 Stone masonry units R606.2.5 Architectural cast stone R606.2.6 Adhered manufactured stone masonry veneer units R606.2.7 Second-hand units R606.2.8 Mortar R606.2.8.1 Foundation walls R606.2.8.2 Masonry in seismic design categories A, B and C R606.2.8.3 Masonry in seismic design categories D0, D1 and D2 R606.2.9 Surface-bonding mortar R606.2.10 Mortar for AAC masonry R606.2.11 Mortar for adhered masonry veneer R606.2.12 Grout R606.2.13 Metal reinforcement and accessories R606.3 Construction requirements R606.3.1 Bed and head joints R606.3.2 Masonry unit placement R606.3.2.1 Solid masonry R606.3.2.2 Hollow masonry R606.3.3 Installation of wall ties R606.3.4 Protection of reinforcement R606.3.4.1 Corrosion protection R606.3.5 Grouting requirements R606.3.5.1 Grout placement R606.3.5.2 Cleanouts R606.3.5.3 Construction R606.3.6 Grouted multiple-wythe masonry R606.3.6.1 Bonding of backup wythe R606.3.6.2 Grout barriers R606.3.7 Masonry bonding pattern R606.3.7.1 Masonry laid in running bond R606.3.7.2 Masonry laid is stack bond R606.4 Thickness of masonry R606.4.1 Minimum thickness R606.4.2 Rubble stone masonry wall R606.4.3 Change in thickness R606.4.4 Parapet walls R606.5 Corbeled masonry R606.5.1 Units R606.5.2 Corbel projection R606.5.3 Corbeled masonry supporting floor or roof-framing members R606.6 Support conditions R606.6.1 Bearing on support R606.6.2 Support at foundations R606.6.3 Beam supports R606.6.3.1 Joist bearing R606.6.4 Lateral support R606.6.4.1 Horizontal lateral support R606.6.4.1.1 Bonding pattern R606.6.4.1.2 Metal reinforcement R606.6.4.2 Vertical lateral support R606.6.4.2.1 Roof structures R606.6.4.2.2 Floor diaphragms R606.7 Piers R606.7.1 Pier cap R606.8 Chases R606.9 Allowable stresses R606.9.1 Combined units R606.10 Lintels R606.11 Anchorage R606.12 Seismic requirements R606.12.1 General R606.12.1.1 Floor and roof diaphragm construction R606.12.2 Seismic design category C R606.12.2.1 Minimum length of wall without openings R606.12.2.2 Design of elements not part of the lateral force-resisting system R606.12.2.2.1 Load-bearing frames or columns R606.12.2.2.2 Masonry partition walls R606.12.2.2.3 Reinforcement requirements for masonry elements R606.12.2.3 Design of elements part of the lateral force-resisting system R606.12.2.3.1 Connections to masonry shear walls R606.12.2.3.2 Connections to masonry columns R606.12.2.3.3 Minimum reinforcement requirements for masonry shear walls R606.12.3 Seismic design category D0 or D1 R606.12.3.1 Design requirements R606.12.3.2 Minimum reinforcement requirements for masonry walls R606.12.3.2.1 Shear wall reinforcement requirements R606.12.3.3 Minimum reinforcement for masonry columns R606.12.3.4 Material restrictions R606.12.3.5 Lateral tie anchorage R606.12.4 Seismic design category D2 R606.12.4.1 Design of elements not part of the lateral force-resisting system R606.12.4.2 Design of elements part of the lateral force-resisting system R606.13 Multiple-wythe masonry R606.13.1 Bonding with masonry headers R606.13.1.1 Solid units R606.13.1.2 Hollow units R606.13.2 Bonding with wall ties or joint reinforcement R606.13.2.1 Bonding with wall ties R606.13.2.2 Bonding with adjustable wall ties R606.13.2.3 Bonding with prefabricated joint reinforcement R606.13.3 Bonding with natural or cast stone R606.13.3.1 Ashlar masonry R606.13.3.2 Rubble stone masonry R606.14 Anchored and adhered masonry veneer R606.14.1 Anchored veneer R606.14.2 Adhered veneer
Chapter 7 Overview
Chapter 9 Overview
R905.1 Roof covering application R905.1.1 Underlayment R905.1.2 Ice barriers R905.2 Asphalt shingles R905.2.1 Sheathing requirements R905.2.2 Slope R905.2.3 Underlayment R905.2.4 Asphalt shingles R905.2.4.1 Wind resistance of asphalt shingles R905.2.5 Fasteners R905.2.6 Attachment R905.2.7 Ice barrier R905.2.8 Flashing R905.2.8.1 Base and cap flashing R905.2.8.2 Valleys R905.2.8.3 Sidewall flashing R905.2.8.4 Other flashing R905.2.8.5 Drip edge R905.3 Clay and concrete tile R905.3.1 Deck requirements R905.3.2 Deck slope R905.3.3 Underlayment R905.3.4 Clay tile R905.3.5 Concrete tile R905.3.6 Fasteners R905.3.7 Application R905.3.8 Flashing R905.4 Metal roof shingles R905.4.1 Deck requirements R905.4.2 Deck slope R905.4.3 Underlayment R905.4.3.1 Ice barrier R905.4.4 Material standards R905.4.5 Application R905.4.6 Flashing R905.5 Mineral-surfaced roll roofing R905.5.1 Deck requirements R905.5.2 Deck slope R905.5.3 Underlayment R905.5.3.1 Ice barrier R905.5.4 Material standards R905.5.5 Application R905.6 Slate shingles R905.6.1 Deck requirements R905.6.2 Deck slope R905.6.3 Underlayment R905.6.3.1 Ice barrier R905.6.4 Material standards R905.6.5 Application R905.6.6 Flashing R905.7 Wood shingles R905.7.1 Deck requirements R905.7.1.1 Solid sheathing required R905.7.2 Deck slope R905.7.3 Underlayment R905.7.3.1 Ice barrier R905.7.4 Material standards R905.7.5 Application R905.7.6 Valley flashing R905.7.7 Label required R905.8 Wood shakes R905.8.1 Deck requirements R905.8.1.1 Solid sheathing required R905.8.2 Deck slope R905.8.3 Underlayment R905.8.3.1 Ice barrier R905.8.4 Interlayment R905.8.5 Material standards R905.8.6 Application R905.8.7 Shake placement R905.8.8 Valley flashing R905.8.9 Label required R905.10 Metal roof panels R905.10.1 Deck requirements R905.10.2 Slope R905.10.3 Material standards R905.10.4 Attachment R905.10.5 Underlayment R905.11 Modified bitumen roofing R905.11.1 Slope R905.11.2 Material standards R905.11.2.1 Base sheet R905.11.3 Application R905.12 Thermoset single-ply roofing R905.12.1 Slope R905.12.2 Material standards R905.12.3 Application R905.13 Thermoplastic single-ply roofing R905.13.1 Slope R905.13.2 Material standards R905.13.3 Application R905.16 Photovoltaic shingles
Chapter 10 Overview
Chapter 11 Overview
Chapters 12-23 (Part V) Overview
Chapter 16 Overview
Chapter 21 Overview
Chapter 22 Overview
Chapter 23 Overview
Chapter 24 (Part VI) Overview
Chapters 25-33 (Part VII) Overview
Chapter 29 Overview
Chapter 30 Overview
Chapter 31 Overview
Chapter 32 Overview
Chapters 34-43 (Part VIII) Overview
Chapter 38 Overview
Chapter 39 Overview
Chapter 40 Overview