{"id":450523,"date":"2024-10-20T09:11:33","date_gmt":"2024-10-20T09:11:33","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisi-s230-2019\/"},"modified":"2024-10-26T17:08:59","modified_gmt":"2024-10-26T17:08:59","slug":"aisi-s230-2019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisi\/aisi-s230-2019\/","title":{"rendered":"AISI S230 2019"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
3<\/td>\nAISI S230-19
DISCLAIMER <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
20<\/td>\nSTANDARD FOR COLD-FORMED STEEL FRAMING \u2014PRESCRIPTIVE 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 <\/td>\n<\/tr>\n
21<\/td>\nA1.2.1 Irregular Buildings in High Seismic Areas and High Wind Areas
A2 Definitions <\/td>\n<\/tr>\n
23<\/td>\nA3 Referenced Documents <\/td>\n<\/tr>\n
24<\/td>\nA4 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 <\/td>\n<\/tr>\n
25<\/td>\nA4.4 Material Properties
A4.4.1 Material Properties in High Wind Areas and High Seismic Areas
A4.5 Web Holes
A4.6 Hole Reinforcing
A4.7 Hole Patching <\/td>\n<\/tr>\n
33<\/td>\nB. CONNECTIONS
B1 Fastening Requirements
B2 Bearing Stiffeners
B3 Clip Angles <\/td>\n<\/tr>\n
34<\/td>\nB4 Anchor Bolts <\/td>\n<\/tr>\n
37<\/td>\nC. FOUNDATION
C1 General <\/td>\n<\/tr>\n
38<\/td>\nD. 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 <\/td>\n<\/tr>\n
39<\/td>\nD5.2 Joist Bottom Flange Bracing\/Blocking
D5.3 Blocking at Interior Bearing Supports
D5.4 Blocking at Cantilevers
D6 Splicing
D7 Framing of Floor Openings <\/td>\n<\/tr>\n
40<\/td>\nD8 Floor Trusses
D9 Diaphragms
D9.1 Floor Diaphragms in High Seismic Areas and High Wind Areas <\/td>\n<\/tr>\n
56<\/td>\nE. 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 <\/td>\n<\/tr>\n
57<\/td>\nE4 Stud Bracing
E5 Splicing
E6 Corner Framing
E7 Headers <\/td>\n<\/tr>\n
58<\/td>\nE7.1 Box-Beam Headers
E7.2 Back-to-Back Headers
E7.3 L-Headers <\/td>\n<\/tr>\n
59<\/td>\nE7.3.1 Double L-Headers
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 <\/td>\n<\/tr>\n
60<\/td>\nE8.1 Braced Wall Lines
E8.1.1 Braced Wall Line Spacing
E8.1.2 Offsets in Braced Wall Lines
E8.1.3 Braced Wall Line Connections to Floor and Roof Assemblies
E8.2 Bracing Amount <\/td>\n<\/tr>\n
61<\/td>\nE8.2.1 Minimum Required Bracing Amount for Braced Wall Lines
E8.2.2 Bracing Amount Adjustments
E8.2.2.1 Adjustment Factors for Wind Bracing Amounts
E8.2.2.2 Adjustment Factor for Hold-Down Brackets
E8.2.2.3 Adjustments for Bracing Methods
E8.3 Braced Wall Panels <\/td>\n<\/tr>\n
62<\/td>\nE8.3.1 Minimum Length of a Braced Wall Panel
E8.3.2 Braced Wall Panel Location Requirements
E8.4 Bracing Methods
E8.4.1 Continuous Structural Sheathing Bracing Methods <\/td>\n<\/tr>\n
63<\/td>\nE8.4.1.1 Method A \u2013 Continuous Wood Structural Panel Sheathing
E8.4.1.2 Method B \u2013 Continuous Steel Sheet Sheathing
E8.4.1.3 Method C \u2013 Continuous Structural Fiberboard Sheathing <\/td>\n<\/tr>\n
64<\/td>\nE8.4.1.4 Method D \u2013 Continuous Gypsum Board Sheathing (Two Sides)
E8.4.2 Other Approved Bracing Methods
E9 Exterior Wall Covering
E10 Reserved
E11 Braced Walls in High Wind Areas and High Seismic Areas
E11.1 General <\/td>\n<\/tr>\n
65<\/td>\nE11.2 Braced Wall Lines
E11.3 Type I (Solid Sheathed) Braced Wall Panels
E11.4 Type II (Perforated) Braced Wall Lines <\/td>\n<\/tr>\n
66<\/td>\nE11.5 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 <\/td>\n<\/tr>\n
67<\/td>\nE12.1 Length of Type I Braced Wall Panels
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 <\/td>\n<\/tr>\n
68<\/td>\nE13.2 Length of Braced Walls
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 <\/td>\n<\/tr>\n
69<\/td>\nE13.3.3.2 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 <\/td>\n<\/tr>\n
188<\/td>\nF. 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 <\/td>\n<\/tr>\n
189<\/td>\nF2.5 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 <\/td>\n<\/tr>\n
190<\/td>\nF3.3 Roof Rafter Splice
F3.4 Roof Rafter to Ceiling Joist and Ridge Member Connection
F3.5 Roof Rafter Bottom Flange Bracing
F4 Hip Framing <\/td>\n<\/tr>\n
191<\/td>\nF4.1 Jack Rafters
F4.2 Hip Members
F4.3 Hip Support Columns
F4.4 Hip Framing Connections
F5 Framing of Openings in Roofs and Ceilings <\/td>\n<\/tr>\n
192<\/td>\nF6 Roof Trusses
F7 Ceiling and Roof Diaphragms
F7.1 Roof Diaphragms in High Seismic Areas <\/td>\n<\/tr>\n
193<\/td>\nF7.2 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 <\/td>\n<\/tr>\n
228<\/td>\nDISCLAIMER <\/td>\n<\/tr>\n
229<\/td>\nPREFACE <\/td>\n<\/tr>\n
235<\/td>\nCOMMENTARYON THE STANDARD FOR COLD-FORMED STEEL FRAMING\u2014PRESCRIPTIVE METHOD FOR ONE- AND TWO-FAMILY DWELLINGS
A. GENERAL
A1 Scope
A1.1 Limits of Applicability <\/td>\n<\/tr>\n
236<\/td>\nA1.2 Limitations in High Seismic and High Wind Areas
A1.2.1 Irregular Buildings in High Seismic and High Wind Areas
A2 Definitions <\/td>\n<\/tr>\n
237<\/td>\nA3 Referenced Documents
A4 Limitations of Framing Members
A4.1 General
A4.2 Sheathing Span Capacity <\/td>\n<\/tr>\n
238<\/td>\nA4.4 Material Properties <\/td>\n<\/tr>\n
239<\/td>\nA4.4.1 Material Properties in High Wind and High Seismic Areas
A4.5 Web Holes
A4.6 Hole Reinforcing
A4.7 Hole Patching <\/td>\n<\/tr>\n
240<\/td>\nB. CONNECTIONS
B1 Fastening Requirements
B2 Bearing Stiffeners
B3 Clip Angles
B4 Anchor Bolts <\/td>\n<\/tr>\n
241<\/td>\nD. FLOOR FRAMING
D1 Floor Construction
D2 Floor to Foundation or Structural Wall Connection
D3 Minimum Floor Joist Sizes <\/td>\n<\/tr>\n
242<\/td>\nD3.1 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 <\/td>\n<\/tr>\n
243<\/td>\nD6 Splicing
D7 Framing of Floor Openings
D8 Floor Trusses
D9 Diaphragms
D9.1 Floor Diaphragms in High Seismic and High Wind Areas <\/td>\n<\/tr>\n
245<\/td>\nE. WALL FRAMING
E2 Wall to Foundation or Floor Connection
E3 Minimum Stud Sizes <\/td>\n<\/tr>\n
246<\/td>\nE4 Stud Bracing <\/td>\n<\/tr>\n
247<\/td>\nE5 Splicing
E6 Corner Framing
E7 Headers
E7.1 Box Headers <\/td>\n<\/tr>\n
248<\/td>\nE7.2 Back-to-Back Headers
E7.3 L-Headers
E7.3.1 Double L-Headers
E7.3.2 Single L-Headers <\/td>\n<\/tr>\n
249<\/td>\nE7.3.3 Inverted L-Headers
E7.4 Jack and King Studs
E7.5 Head and Sill Track
E8 Wall Bracing <\/td>\n<\/tr>\n
250<\/td>\nE8.1 Braced Wall Lines
E8.1.1 Braced Wall Line Spacing
E8.1.2 Offsets in Braced Wall Lines
E8.2 Bracing Amount
E8.2.1 Minimum Required Bracing Amount for Braced Wall Lines
E8.2.2 Bracing Amount Adjustments <\/td>\n<\/tr>\n
251<\/td>\nE8.3 Braced Wall Panels
E8.3.1 Minimum Length of a Braced Wall Panel
E8.3.2 Braced Wall Panel Location Requirements
E8.4 Bracing Methods <\/td>\n<\/tr>\n
252<\/td>\nE8.4.1 Continuous Structural Sheathing Bracing Methods <\/td>\n<\/tr>\n
253<\/td>\nE8.4.1.1 Method A \u2013 Continuous Wood Structural Panel Sheathing
E8.4.1.2 Method B \u2013 Continuous Steel Sheet Sheathing
E8.4.1.3 Method C \u2013 Continuous Structural Fiberboard Sheathing
E8.4.1.4 Method D \u2013 Continuous Gypsum Board Sheathing (Two Sides)
E8.4.2 Other Approved Bracing Methods
E9 Exterior Wall Covering
E11 Braced Walls in High Wind Areas and High Seismic Areas
E11.1 General <\/td>\n<\/tr>\n
256<\/td>\nE11.2 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
E13 Braced Wall Design in High Wind Areas
E13.3 Connections of Walls in High Wind Areas
E13.3.2 Uplift Connection \u2013 Wall Assembly to Wall Assembly
E13.3.3 Header Uplift Connections <\/td>\n<\/tr>\n
258<\/td>\nF. 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 <\/td>\n<\/tr>\n
259<\/td>\nF3 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 <\/td>\n<\/tr>\n
260<\/td>\nF4 Hip Framing
F5 Framing of Openings in Roofs and Ceilings
F6 Roof Trusses
F7 Ceiling and Roof Diaphragms
F8 Roof Framing Connections in High Wind Areas
F8.3 Ridge Strap Connection <\/td>\n<\/tr>\n
261<\/td>\nAPPENDIX A FLOW CHARTS <\/td>\n<\/tr>\n
268<\/td>\nWall Framing <\/td>\n<\/tr>\n
272<\/td>\nRoof Framing \u2013 Ceiling Joists <\/td>\n<\/tr>\n
274<\/td>\nREFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AISI S230-19: Standard for Cold-Formed Steel Framing <\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISI<\/b><\/a><\/td>\n2019<\/td>\n278<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":450525,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2860],"product_tag":[],"class_list":{"0":"post-450523","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/450523","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/450525"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=450523"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=450523"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=450523"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}