Originally this course was given as a series of six online webinars and have now been adapted as a self-paced online learning course. 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. Invent creative solutions. Discussion will include code compliant calculation methods for fire resistance ratings of wood frame assemblies and for wood members exposed to fire per the 2015 National Design Specification® (NDS®) for Wood Construction Chapter 16. Identify recent changes to wood design standards that affect the design of wood structures. This presentation will provide an overview of the significant changes for wood design per AWC's National Design Specification® (NDS) for Wood Construction. Attendees will learn the appropriate high wind, seismic, and snow loads to apply to residential structures based on code-referenced load standards. Apply IBC provisions for the use of wood in finishes and trim; in building appendages such as balconies; in noncombustible construction types; and in other building features. This course provides an overview of the latest changes to residential mid-rise construction provisions in the International Building Code (IBC) and AWC's National Design Specification® (NDS®) for Wood Construction and Special Design Provisions for Wind and Seismic (SDPWS). Analyze wood- and gypsum-sheathed diaphragms using prescriptive and engineered procedures. Identify and understand the basic shear wall system to resist wind and seismic loads. 121: 188-194. 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. Understand the addition of deformed-shank fasteners and other criteria to address new wind load provisions, Describe changes to the 2018 WFCM and their impact, Evaluate new roof wind provisions based on ASCE 7-16, Recognize the addition of deformed-shank fasteners and other criteria to address new wind load provisions, Design with new 2018 WFCM shear wall aspect ratio limits for wind. Learn about the impacts on wood properties due to treatment and preservation processes. Describe the purpose of tests conducted by and findings of the NFPA Fire Protection Research Foundation at the National Institute of Standards and Technology (NIST) and the tests performed at the Bureau of Alcohol, Tobacco and Firearms (ATF) on behalf of the ICC TWB. Be able to identify research and correctly specify glued-laminated beams appropriately on their projects. Indicate detailing options that establish fire resistance continuity at framing intersections. Identify recent changes to the building code. The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2018) has been updated and is referenced in the 2018 International Building Code (IBC) and 2018 International Residential Code (IRC). Discuss application of NDS design provisions for beams, columns, connections, and calculating design values. Learn about the engineering basis of prescriptive tables used to size wood members and connections to resist high wind, seismic, and snow loads. Be familiar with the design approaches outlined in the 2015 WFCM. Learning Outcomes: This presentation will provide an overview of mass timber which includes any product currently permitted for use in Type IV (heavy timber) construction such as cross-laminated timber (CLT), structural composite lumber (SCL), glued laminated timber (glulam), mechanically laminated decking (aka nail-laminated timber, NLT), and large section sawn timbers. Be able to describe effects of moisture on wood member connections and implement proper detailing to mitigate issues that may occur. Participants will learn about changes in the 2012 NDS and Supplement relative to previous editions and gain an overview of the standard. Learn about engineering and more from the best universities and institutions around the world. This presentation will provide examples of perforated shear wall design utilizing the WFCM, High Wind Guides, SDPWS, and the WoodWorks® software using both prescriptive and engineered solutions within the WFCM and SDPWS. ASD wind pressures for Main Wind-Force Resisting Systems (MWFRS) and Components and Cladding (C&C) are computed. Be able to list the advantages of mid-rise light wood-frame construction. Participants will compare the effects of different opening sizes, full-height pier sizes, and their relationships to the three industry shear wall approaches by illustrating use of the segmented, perforated, and FTAO methods. Discuss how a wood bridge can be installed while addressing environmental concerns. The intensive research performed by the Committee was submitted under the ICC Code Development Process, along with the resulting proposals developed by Committee consensus. Using plans from a 2-story residence, a structure is prescriptively designed to resist high wind, seismic, and typical residential gravity loads. and used to design wood structures worldwide. Be familiar with the significant changes between the 2001 and 2012 WFCM. You can try a Free Trial instead, or apply for Financial Aid. Identify code acceptance of mass timber products. Participants will observe how the study examined internal forces generated during loading by reviewing full-scale wall test data as well as analytical modeling performed in determining statistical accuracy. Familiar with current wood connection design philosophy, behavior, and serviceability issues. 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