Find many great new & used options and get the best deals for Wood Frame Construction Manual with Commentary 2015: Ansi/awc Wfcm-2105 by Awc (2014,. Structural design in accordance with the AWC WFCM shall be permitted for buildings assigned to Risk Category I or II subject to the limitations of Section 1.1.3 of the AWC WFCM and the load assumptions contained therein. Structural elements beyond these limitations shall be designed in accordance with accepted engineering practice.
The 2015 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings was developed by the American Wood Council's (AWC) Wood Design Standards Committee and has been approved by ANSI as an American National Standard. The 2015 WFCM is referenced in the 2015 International Building Code and 2015 International Residential Code.Tabulated engineered and prescriptive design provisions in WFCM Chapters 2 and 3, respectively are based on the following loads from ASCE 7-10 Minimum Design Loads for Buildings and Other Structures:. 0-70 psf ground snow loads. 110-195 mph 700-year return period 3-second gust basic wind speeds. Seismic Design Categories A-DThe WFCM includes design and construction provisions for connections, wall systems, floor systems, and roof systems. A range of structural elements are covered, including sawn lumber, structural glued laminated timber, wood structural sheathing, I-joists, and trusses. WFCM High Wind GuidesAWC has developed a new series of easy-to-use Guides to Wood Construction in High Wind Areas.
Separate documents address wind design requirements in 115, 120, 130, 140, 150, and 160 mph (Exposures B and C) wind zones (for other wind speeds and exposures see the 2015 WFCM). These Guides are based on provisions contained in AWC's 2015 WFCM, the reference document for high-wind wood-frame construction in the 2015 International Residential Code (IRC) and 2015 International Building Code (IBC). Use of the high wind provisions of these Guides will result in design solutions that prescriptively meet the applicable requirements of the WFCM, IRC, and IBC.High Wind Guides (click the cover to download a free version). Proper design of wood structures to resist high wind loads requires the correct use of wind load provisions and member design properties. A thorough understanding of the interaction between wind loads and material properties is important in the design process. Adjustments from reference wind conditions to extreme-value peak gusts require designers to make similar adjustments to design properties to ensure equivalent and economic designs.
Wind load provisions have been developed for design of major structural elements using Main Wind-Force Resisting System (MWFRS) loads and secondary cladding elements using Component & Cladding (C&C) loads. Elements and subassemblies which receive loads both directly and as part of the main wind force resisting system, such as wall studs, must be checked independently for MWFRS loads and C&C loads.
There are several design tools and standards to assist engineers, architects, and building officials with the design of shear walls. Prescriptive approaches such as those outlined in AWC's 2015 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings tend to provide conservative results. Engineered approaches such as those outlined in AWC's 2015 Special Design Provisions for Wind and Seismic (SDPWS) typically result in more efficient designs.
Two AWC standards utilized throughout the nation for a code compliant design of wood shear walls are 2015 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings and 2015 Special Design Provisions for Wind and Seismic (SDPWS). The WFCM contains both a prescriptive and engineering design approach. Although the prescriptive design will tend to provide more conservative results than the more efficient engineered design, designers may arrive more readily at a solution. This course will include examples of seismic and wind shear wall designs for segmented and perforated shear walls, utilizing the WFCM and the SDPWS along with a comparison of the results.Learning Objectives:1. Identify and understand the basic shear wall system to resist lateral wind and seismic loads.2. Understand the differences between segmented and perforated shear wall design.3. Understand hold down design and special conditions that pertain to seismic and wind hold downs.4.
Be able to identify and analyze shear walls per 2015 WFCM and 2015 SDPWS and understand the differences between them.Equivalencies: 1.5 Hours of Instruction = 0.15 Continuing Education Units (CEU) = 1.5 Professional Development Hours (PDH) = 1.5 Learning Units (LU). AWC's 2015 Special Design Provisions for Wind and Seismic (SDPWS), 2015 Wood Frame Construction Manual (WFCM), and 2015 WFCM High Wind Guides contain provisions for the design of perforated wood structural panel shear walls. This continuing education course provides an overview of wind-resistive design issues in wood buildings with a focus on compliance with the 2015 International Building Code (IBC) and American Society of Civil Engineers/ Structural Engineering Institute (ASCE/ SEI) Minimum Design Loads for Buildings and Other Structures (ASCE 7-10). The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2012) has been updated to the 2015 WFCM which is referenced in the 2015 International Building Code and 2015 International Residential Code. This article will provide an overview of the significant changes in the 2015 WFCM relative to the previous 2012 edition.Learning Objectives:.
Understand the purpose of the 2015 WFCM and its scope limitations. Be familiar with the significant changes between the 2012 and 2015 WFCM. Be familiar with the design approaches outlined in the 2015 WFCM. Be familiar with building codes referencing the 2015 WFCM.Equivalencies: 1.0 Hours of Instruction = 0.1 Continuing Education Units (CEU) = 1 Professional Development Hours (PDH) = 1 Learning Units (LU). Engineering concepts from the 2015 Wood Frame Construction Manual (WFCM), used to develop the 2015 WFCM High Wind Guides, will be covered, along with updates on changes to the 2015 WFCM.
The WFCM and High Wind Guides provide designers with time-saving tools using prescriptive solutions (based on structural engineering principles) for wood structures to resist anticipated wind loads. This course uses Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loadings (2015 WFCM Workbook) which provides a design example, helpful checklist, and background information for design of a wood-frame structure in accordance with the 2015 WFCM (referenced in the 2015 IRC and IBC). Using plans from a 2-story residence, participants prescriptively design the structure to resist high wind, seismic, and typical residential gravity loads. An overview of appropriate loads to apply to residential structures will be provided. Participants will work through roof, wall, and floor system designs including shear walls and appropriate connections between roof, floor, wall, and foundations to maintain load path.The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2015) is referenced in the 2015 International Building Code and 2015 International Residential Code.
The WFCM contains tabulated prescriptive and engineered design provisions based on ASCE 7-10 Minimum Design Loads for Buildings and Other Structures and covers connections, wall systems, floor systems, and roof systems. This course uses Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loadings (2015 WFCM Workbook) which provides a design example, helpful checklist, and background information for design of a wood-frame structure in accordance with the 2015 WFCM (referenced in the 2015 IRC and IBC). Using plans from a 2-story residence, participants prescriptively design the structure to resist high wind, seismic, and typical residential gravity loads.
An overview of appropriate loads to apply to residential structures will be provided. Participants will work through roof, wall, and floor system designs including shear walls and appropriate connections between roof, floor, wall, and foundations to maintain load path.The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2015) is referenced in the 2015 International Building Code and 2015 International Residential Code.
The WFCM contains tabulated prescriptive and engineered design provisions based on ASCE 7-10 Minimum Design Loads for Buildings and Other Structures and covers connections, wall systems, floor systems, and roof systems. This course uses Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loadings (2015 WFCM Workbook) which provides a design example, helpful checklist, and background information for design of a wood-frame structure in accordance with the 2015 WFCM (referenced in the 2015 IRC and IBC). Using plans from a 2-story residence, participants prescriptively design the structure to resist high wind, seismic, and typical residential gravity loads. An overview of appropriate loads to apply to residential structures will be provided.
Participants will work through roof, wall, and floor system designs including shear walls and appropriate connections between roof, floor, wall, and foundations to maintain load path.The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2015) is referenced in the 2015 International Building Code and 2015 International Residential Code. The WFCM contains tabulated prescriptive and engineered design provisions based on ASCE 7-10 Minimum Design Loads for Buildings and Other Structures and covers connections, wall systems, floor systems, and roof systems. A range of structural elements are included such as sawn lumber, structural glued laminated timber, wood structural panel sheathing, I-joists, and trusses.Part 3 will focus on the second-story design including floor and wall framing and sheathing (e.g. This course uses Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loadings (2015 WFCM Workbook) which provides a design example, helpful checklist, and background information for design of a wood-frame structure in accordance with the 2015 WFCM (referenced in the 2015 IRC and IBC).
Using plans from a 2-story residence, participants prescriptively design the structure to resist high wind, seismic, and typical residential gravity loads. An overview of appropriate loads to apply to residential structures will be provided. Participants will work through roof, wall, and floor system designs including shear walls and appropriate connections between roof, floor, wall, and foundations to maintain load path.The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2015) is referenced in the 2015 International Building Code and 2015 International Residential Code. The WFCM contains tabulated prescriptive and engineered design provisions based on ASCE 7-10 Minimum Design Loads for Buildings and Other Structures and covers connections, wall systems, floor systems, and roof systems. The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2015) is referenced in the 2015 International Building Code and 2015 International Residential Code. For WFCM wind load calculations, Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) is used. The 2015 WFCM includes design information for buildings located in regions with 700-year return period “three second gust” design wind speeds between 110 and 195 mph.
ASD wind pressures for Main Wind-Force Resisting Systems (MWFRS) and Components and Cladding (C&C) are computed. Shear, uplift, and overturning loads are calculated for various building components. WFCM Chapter 2 provides minimum loads for the purpose of establishing specific resistance requirements for buildings within the scope of the document.
The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2015) is referenced in the 2015 International Building Code and 2015 International Residential Code. For WFCM load calculations, Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) is used.
The 2015 WFCM includes design information not only for lateral loads, but for gravity loads including snow, roof live, floor live, and dead loads on buildings up to 3 stories. This presentation will provide background and examples for calculation of these forces which will enable designers and code officials to quickly determine gravity design loads for projects. The 2015 Wood Frame Construction Manual (WFCM) is referenced in the 2015 International Building Code and 2015 International Residential Code. For WFCM load calculations, Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) is used. The 2015 WFCM includes design information for wind and seismic loads and gravity loads including snow, roof live, floor live, and dead loads on buildings up to 3 stories.
This presentation will provide background and examples for calculation of forces on headers which will enable designers and code officials to quickly determine design loads. It will also provide engineered prescriptive solutions for both solid sawn and glued-laminated timber headers to resist those loads.