Wood Frame Construction Manual for One- and Two-Family Dwellings & Commentary to the WFCM on *FREE* shipping on qualifying offers . The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings was developed by the American Wood Council (AWC) Wood Design. Introduction and Chapter Overview of the WFCM The Edition of the Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings.
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Therefore, it is perfectly acceptable to use Chapter 3 provisions for parts of a design and Chapter 2 for other parts.
Wood Frame Construction Manual | UpCodes
Note that Chapter 2 also contains some necessary construction details. The limitations of applicability are provided in Chapters 2 and 3. Several resources available for shear wall design will be discussed and design results will be compared using cconstruction various resources.
Chapter 2 provides minimum loads for buildings within the scope of this document for the purpose of establishing specific resistance requirements. These details have been derived from typical constructon provisions and are included in Chapter 2 for the convenience of the designer.
In order to improve in-service performance of the tile or stone covering, details for the installation of span-rated wood-structural underlayment for a two-layer wood substrate system will be presented. The PDF Download is licensed per individual in which the individual can place on up to four electronic devices for their personal use. The primary changes to the WFCM include: Shear Wall Design Examples Several design tools and standards to assist engineers, architects, and building officials with the design of shear walls are available.
2012 Wood Frame Construction Manual for One- and Two-Family Dwellings & Commentary to the WFCM
In general, the framing systems described in the WFCM utilize repetitive member wood assemblies. Distribution of the PDF is not permitted.
The WFCM provides engineered and prescriptive design requirements for wood frame construction used in one and two-family dwellings. The WFCM represents state of the art design for one and two family dwellings in regions with high winds, high seismic risk or large snow loads. Permanent Bracing for Residential Metal-Plate-Connected Wood Trusses In this unit, the basics of permanent bracing design for wood trusses and the cconstruction of a complete bracing system will be presented.
For a volume license the PDF is licensed to the person in which it is assigned.
For More Information For more specific information on course content, please contact Dr. This unit will provide an overview of the significant changes to the DCA 6 and include several examples showing application of the guide.
Wood Frame Construction Manual for One- and Two-Family Dwellings & Commentary to the WFCM
Specifying and Constructing Floors to Accommodate Ceramic Tile and Stone The use of brittle floor covering materials requires carefully planning and coordination at the rough-framing design phase. We recommend users of early versions of Internet Explorer to update to Version 10 or later.
Suppliers of building products used in the residential construction and their sales staff may benefit as well by enhancing their knowledge of a code-conforming whole building design. Chapter 3 provides several prescriptive solutions derived from Chapter 2 load requirements. Frank Woeste ator e-mail: Add to Cart Add to Wishlist. In addition, this presentation will provide an overview of the significant changes in the Constrhction relative to the previous edition.
The WFCM includes general information on loads and resistances. Use on a local area network or other network is not permitted. The design example uses plans from a 2-story residence as the basis for a structural design to resist high wind, seismic, and snow loads.
Provisions contained in this document that are not included in the IRC are considered good practice recommendations. The latter tends to provide more conservative results. More Wood Construction Short Courses. Prescriptive details for commonly manuzl lateral and diagonal bracing needed to meet the assumptions of the truss design drawings for residential applications will be reviewed.