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eLibrary > 2024 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings with Commentary >

2024 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings with Commentary, 2024

Front Cover
Title Page
Copyright
Foreword
Table of Contents
GENERAL INFORMATION [Go to Page]
C1.1 Scope
ENGINEERED DESIGN [Go to Page]
C2.1 General Provisions
C2.2 Connections
C2.3 Floor Systems
C2.4 Wall Systems
C2.5 Roof Systems
List of Tables [Go to Page]
Table 2.1 Lateral Framing Connection Loads from Wind
Table 2.2A Uplift Connection Loads from Wind
Table 2.2B Ridge Connection Loads From Wind
Table 2.2C Rake Overhang Outlooker Uplift Connection Loads
Table 2.3 Thrust Connection Loads
Table 2.4 Roof and Wall Sheathing Suction Loads
Table 2.5A Lateral Diaphragm Loads from Wind - Perpendicular to Ridge
Table 2.5B Lateral Diaphragm Loads from Wind - Parallel to Ridge
Table 2.5C Lateral Diaphragm Loads from Wind - Parallel to Ridge
Table 2.6 Lateral Loads from Seismic
Tables 2.7A&B Floor Joist Spans for 30 psf Live Load (Habitable Attics and Sleeping Areas) and 40 psf Live Load (Living Areas)
Table 2.7C Floor Joist Bearing Stresses for Floor Loads
Tables 2.8A&B Floor Framing Capacity Requirements for 30 psf Live Load (Habitable Attics and Sleeping Areas) and 40 psf Live Load (Living Areas)
Table 2.9A Exterior Wall Stud Bending Stresses from Wind Loads
Table 2.9B Exterior Wall Stud Compression Stresses
Table 2.9C Interior Loadbearing Wall Stud Compression Stresses from Live Loads
Table 2.10 Exterior Stud Wall Wind Loads (Normal to Wall Surface)
Table 2.11 Loadbearing Wall Loads From Snow or Live Loads
Tables 2.12A1, A2, B1, and B2 Ceiling Joist Spans
Tables 2.13A1, A2, B1, and B2 Ceiling Joist Framing Capacity Requirements
Table 2.14A Rafter Spans for 20 psf Roof Live Load
Tables 2.14 B-D Rafter Spans for 30, 50, and 70 psf Ground Snow Loads
Table 2.15A Roof Framing Capacity Requirements for 20 psf Roof Live Load
Tables 2.15 B-D Roof Framing Capacity Requirements for 30, 50, and 70 psf Ground Snow Loads
Table 2.16 Roof Framing Wind Loads (Normal to Roof Surface)
Table 2.17 Ridge Beam Capacity Requirements for Interior Center Bearing Roof and Ceiling
Table 2.18 Hip and Valley Beam Capacity Requirements
PRESCRIPTIVE DESIGN [Go to Page]
C3.1 General Provisions
C3.2 Connections
C3.3 Floor Systems
C3.4 Wall Systems
C3.5 Roof Systems
List of Tables [Go to Page]
Table 3.1 Nailing Schedule
Table 3.2 Sill or Bottom Plate to Foundation Connection Requirements for Wind
Table 3.2A Sill Plate to Foundation Connections Resisting Shear Loads from Wind
Table 3.2B Bottom Plate to Foundation Connections Resisting Lateral and Shear Loads From Wind
Table 3.2C Sill or Bottom Plate to Foundation Connections Resisting Uplift Loads From Wind
Table 3.3 Sill Plate to Foundation Connection Shear Load for Seismic
Tables 3.3A1-A6 Anchor Bolts – Foundation Sill Plate Connection Resisting Shear Loads from Seismic (prescriptive alternative to Table 3.3)
Table 3.3B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting Shear from Seismic
Table 3.4 Roof Rafter/Truss Framing to Wall Connection Requirements for Wind Loads
Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection Requirements
Table 3.4B Shear Walls Resisting Uplift and Shear
Table 3.4C Rake Overhang Outlooker Uplift Connection Requirements
Table 3.5 Top and Bottom Plate to Stud Lateral Connection Requirements for Wind Loads
Table 3.5A Top and Bottom Plate to Stud Lateral Connections for Wind Loads
Table 3.6 Ridge Connection Requirements for Wind
Table 3.7 Header Connection Requirements for Wind
Table 3.8 Window Sill Plate Connection Requirements for Wind
Table 3.9 Rafter/Ceiling Joist Heel Joint Connection Requirements
Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements
Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads
Table 3.10A Roof Sheathing Attachment Requirements for Wind Loads
Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind Loads
Table 3.12A Roof Sheathing Requirements for Wind Loads
Table 3.12B Maximum Roof Sheathing Spans for Roof Live and Snow Loads
Table 3.13A1 Wall Sheathing Requirements for Wind Loads - Wood Structural Panels
Table 3.13A2 Wall Sheathing Requirements for Wind Loads - Other
Table 3.13B Wall Cladding Requirements for Wind Loads
Table 3.14 Maximum Floor Sheathing Spans for Live Loads
Table 3.15 Minimum Attic Floor/Ceiling Length when Bracing Gable Endwall for Wind Loads
Table 3.16A1 Roof Diaphragm Limits for Wind
Table 3.16A2 Roof Diaphragm Limits for Wind
Table 3.16B Floor Diaphragm Limits for Wind
Tables 3.16C1-C3 Diaphragm Limits for Seismic
Table 3.17A Segmented Shear Wall Sheathing Requirements for Wind
Tables 3.17C1-C3 Segmented Shear Wall Sheathing Requirements
Table 3.17D Shear Wall Assembly Sheathing Type Adjustment Factors
Table 3.17E Perforated Shear Wall - Full Height Sheathing Length Adjustments
Table 3.17F Segmented and Perforated Shear Wall Hold-down Capacity Requirements
Tables 3.18A & B Floor Joist Spans for Common Lumber Species
Table 3.19 Metal Plate Connected Wood Floor Truss Spans
Tables 3.20A1-A6 Maximum Exterior Loadbearing and Non-Loadbearing Stud Lengths for Common Lumber Species Resisting Interior Zone Wind Loads
Tables 3.20B1-B6 Maximum Exterior Loadbearing and Non-Loadbearing Stud Lengths for Common Lumber Species Resisting Interior Zone Wind Loads
Table 3.20C Size, Height, and Spacing Limits for Wood Studs
Table 3.21 Top Plate Requirements for Wind
Tables 3.22A1-E1 Laterally Unsupported (Dropped) Header Spans for Exterior Loadbearing Walls
Tables 3.22A2-E2 Laterally Supported (Raised) Header Spans for Exterior Loadbearing Walls
Table 3.22F Jack Stud Requirements for Headers in Exterior Loadbearing Walls
Table 3.23A Laterally Unsupported (Dropped) Header Spans for Exterior Loadbearing Walls Resisting Wind Loads
Table 3.23B Laterally Unsupported (Dropped) Header Spans for Exterior Non-Loadbearing Walls and Window Sill Plate Spans Resisting Wind Loads
Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in Exterior Walls Resisting Wind Loads
Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill Plates in Exterior Walls Resisting Wind Loads
Tables 3.24A1 & B1 Laterally Unsupported (Dropped) Header Spans for Interior Loadbearing Walls
Tables 3.24A2 & B2 Laterally Supported (Raised) Header Spans for Interior Loadbearing Walls
Table 3.24C Jack Stud Requirements for Headers in Interior Loadbearing Walls
Tables 3.25A1 & B1 and A2 & B2 Ceiling Joist Spans for Common Lumber Species
Tables 3.26A-C Rafter Spans for Common Lumber Species for Live Load
Tables 3.26D-L Rafter Spans for Common Lumber Species for Ground Snow Loads
Tables 3.26M Maximum Rafter Spans for Common Lumber Species Resisting Uplift
Table 3.27 Representative Metal Plate Connected Wood Roof Truss Spans
Table 3.28 Hip and Valley Beam Sizes
Table 3.29 Ridge Beam Spans
Table A-3.4 Uplift Strap Connection Requirements
Table A-3.6 Ridge Tension Strap Connection Requirements for Wind
COMMENTARY REFERENCES [Go to Page]
References
Back Cover [Go to Page]

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