AISI S230 2015

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AISI S230-15: Standard for Cold-Formed Steel Framing

Published By	Publication Date	Number of Pages
AISI	2015	243

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PDF Catalog

PDF Pages	PDF Title
20	STANDARD FOR COLD-FORMED STEEL FRAMING —PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS A. GENERAL A1 Scope A1.1 Limits of Applicability A1.2 Limitations in High Seismic Areas and High Wind Areas
21	A1.2.1 Irregular Buildings in High Seismic Areas and High Wind Areas A2 Definitions
23	A3 Referenced Documents
24	A4 Limitations of Framing Members A4.1 General A4.2 Sheathing Span Capacity A4.2.1 Floor Framing A4.2.2 Wall Framing A4.2.3 Roof and Ceiling Framing A4.3 Physical Dimensions A4.4 Material Properties A4.4.1 Material Properties in High Wind Areas and High Seismic Areas A4.5 Web Holes A4.6 Hole Reinforcing
25	A4.7 Hole Patching
32	B. CONNECTIONS B1 Fastening Requirements B2 Bearing Stiffeners B3 Clip Angles
33	B4 Anchor Bolts
36	C. FOUNDATION C1 General
37	D. FLOOR FRAMING D1 Floor Construction D2 Floor to Foundation or Structural Wall Connection D3 Minimum Floor Joist Sizes D3.1 Floor Cantilevers D4 Bearing Stiffeners D5 Joist Bracing and Blocking D5.1 Joist Top Flange Bracing
38	D5.2 Joist Bottom Flange Bracing/Blocking D5.3 Blocking at Interior Bearing Supports D5.4 Blocking at Cantilevers D6 Splicing D7 Framing of Floor Openings
39	D8 Floor Trusses D9 Diaphragms D9.1 Floor Diaphragms in High Seismic Areas and High Wind Areas
55	E. WALL FRAMING E1 Wall Construction E2 Wall to Foundation or Floor Connection E2.1 Uplift Connection In High Wind Areas – Wall Assembly to Foundation or Floor Assembly E3 Minimum Stud Sizes
56	E4 Stud Bracing E5 Splicing E6 Corner Framing E7 Headers E7.1 Box-Beam Headers
57	E7.2 Back-to-Back Headers E7.3 L-Headers E7.3.1 Double L-Headers
58	E7.3.2 Single L-Headers E7.3.3 Inverted L-Header Assemblies E7.4 Jack and King Studs E7.5 Head and Sill Track E8 Wall Bracing E8.1 Strap Bracing (X-Brace)
59	E8.2 Structural Sheathing E8.2.1 Sheathing Materials E8.2.2 Determination of Minimum Length of Full-Height Sheathing E8.2.3 Structural Sheathing Fastening
60	E8.2.4 Uplift Connection Requirements E9 Exterior Wall Covering E10 Reserved E11 Braced Walls in High Wind Areas and High Seismic Areas E11.1 General E11.2 Braced Wall Lines
61	E11.3 Type I (Solid Sheathed) Braced Wall Panels E11.4 Type II (Perforated) Braced Wall Lines
62	E11.5 Braced Wall Anchorage and Chord Stud Requirements E11.6 Attachment of Braced Walls to Foundations and Floor and Roof Diaphragms E12 Braced Wall Design in High Seismic Areas E12.1 Length of Type I Braced Wall Panels
63	E12.2 Braced Wall Anchorage and Chord Stud Requirements E12.3 Wall Top Track E13 Braced Wall Design in High Wind Areas E13.1 General E13.2 Length of Braced Walls
64	E13.3 Connections of Walls in High Wind Areas E13.3.1 General E13.3.2 Uplift Connection – Wall Assembly to Wall Assembly E13.3.3 Header Uplift Connections E13.3.3.1 Single Story or Top of a Two- or Three-Story Building
65	E13.3.3.2 Middle and Bottom Stories of a Two- or Three-Story Building E13.3.4 Wall Bottom Track to Foundation E13.4 Braced Wall Anchorage and Chord Stud Requirements
174	F. ROOF FRAMING F1 Roof Construction F2 Ceiling Joists F2.1 Minimum Ceiling Joist Size F2.2 Ceiling Joist Bearing Stiffeners F2.3 Ceiling Joist Bottom Flange Bracing F2.4 Ceiling Joist Top Flange Bracing
175	F2.5 Ceiling Joist Splicing F3 Roof Rafters F3.1 Minimum Roof Rafter Sizes F3.1.1 Eave Overhang F3.1.2 Rake Overhang F3.2 Roof Rafter Support Brace
176	F3.3 Roof Rafter Splice F3.4 Roof Rafter to Ceiling Joist and Ridge Member Connection F3.5 Roof Rafter Bottom Flange Bracing F4 Hip Framing
177	F4.1 Jack Rafters F4.2 Hip Members F4.3 Hip Support Columns F4.4 Hip Framing Connections F5 Framing of Openings in Roofs and Ceilings
178	F6 Roof Trusses F7 Ceiling and Roof Diaphragms F7.1 Roof Diaphragms in High Seismic Areas
179	F7.2 Roof Diaphragms in High Wind Areas F8 Roof Framing Connections in High Wind Areas F8.1 General F8.2 Uplift Connection – Roof Rafter or Truss to Wall F8.3 Ridge Strap Connection
217	AISI S230-15 COMMENTARYON THE STANDARD FOR COLD-FORMED STEEL FRAMING—PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS A. GENERAL A1 Scope A1.1 Limits of Applicability
218	A1.2 Limitations in High Seismic and High Wind Areas A1.2.1 Irregular Buildings in High Seismic and High Wind Areas A2 Definitions A3 Referenced Documents
219	A4 Limitations of Framing Members A4.1 General A4.2 Sheathing Span Capacity A4.3 Physical Dimensions
220	A4.4 Material Properties A4.4.1 Material Properties in High Wind and High Seismic Areas
221	A4.5 Web Holes A4.6 Hole Reinforcing A4.7 Hole Patching
222	B. CONNECTIONS B1 Fastening Requirements B2 Bearing Stiffeners B3 Clip Angles B4 Anchor Bolts
223	D. FLOOR FRAMING D1 Floor Construction D2 Floor to Foundation or Structural Wall Connection D3 Minimum Floor Joist Sizes
224	D3.1 Floor Cantilevers D4 Bearing Stiffeners D5 Joist Bracing and Blocking D5.1 Joist Top Flange Bracing D5.2 Joist Bottom Flange Bracing/Blocking D5.3 Blocking at Interior Bearing Supports D5.4 Blocking at Cantilevers
225	D6 Splicing D7 Framing of Floor Openings D8 Floor Trusses D9 Diaphragms D9.1 Floor Diaphragms in High Seismic and High Wind Areas
227	E. WALL FRAMING E2 Wall to Foundation or Floor Connection E3 Minimum Stud Sizes
228	E4 Stud Bracing E5 Splicing
229	E6 Corner Framing E7 Headers E7.1 Box Headers E7.2 Back-to-Back Headers
230	E7.3 L-Headers E7.3.1 Double L-Headers E7.3.2 Single L-Headers E7.3.3 Inverted L-Headers
231	E7.4 Jack and King Studs E7.5 Head and Sill Track E8 Wall Bracing E8.1 Strap Bracing (X-brace)
232	E8.2 Structural Sheathing
233	E9 Exterior Wall Covering E11 Braced Walls in High Wind Areas and High Seismic Areas E11.1 General
235	E11.2 Braced Wall Lines E11.3 Type I (Solid Sheathed) Braced Wall Panels E11.4 Type II (Perforated) Braced Wall Lines E12 Braced Wall Design in High Seismic Areas E12.2 Braced Wall Anchorage and Chord Stud Requirements
236	E13 Braced Wall Design in High Wind Areas E13.3 Connections of Walls in High Wind Areas E13.3.2 Uplift Connection – Wall Assembly to Wall Assembly E13.3.3 Header Uplift Connections
237	F. ROOF FRAMING F1 Roof Construction F2 Ceiling Joists F2.1 Minimum Ceiling Joist Size F2.2 Ceiling Joist Bearing Stiffeners F2.3 Ceiling Joist Bottom Flange Bracing F2.4 Ceiling Joist Top Flange Bracing F2.5 Ceiling Joist Splicing
238	F3 Roof Rafters F3.1 Minimum Roof Rafter Sizes F3.1.1 Eave Overhang F3.1.2 Rake Overhang F3.2 Roof Rafter Support Brace F3.3 Roof Rafter Splice F3.5 Roof Rafter Bottom Flange Bracing
239	F4 Hip Framing F5 Framing of Openings in Roofs and Ceilings F6 Roof Trusses F7 Ceiling and Roof Diaphragms
240	REFERENCES