Explain the types of assemblies described in DCA3 and how the tables can be used. Identify applications for using CLT and develop solutions using the highlighted resources. Based on numerous help desk questions and feedback from design professionals, AWC has identified some of the most commonly overlooked wood connection engineering requirements from the NDS and SDPWS. This course will provide a brief overview of code and standards development to give context to current building code allowances and design procedures as well as future code pursuits. Recently, some designers have chosen to forego concrete altogether and build the podium in wood—further decreasing their costs while speeding construction and creating less massive, more uniform buildings. APA’s new, comprehensive training series includes six “back to basics” modules that cover key topics related to I-joists, Rim Board®, laminated veneer lumber, and glulam. At Wood we aspire to have the best people supporting your projects; this is especially important as technology and systems continue to change and update rapidly. Based on information first published in the Structural Engineers Association of California (SEAOC) 2018 Conference Proceedings , this paper summarizes the background to these proposals, technical research that supported their adoption, and resulting changes to the IBC and product-specific standards. wood application to provide durability. Understand how to analyze wall framing as part of the MWFRS per ASCE 7-10, Understand why wall framing is analyzed using out of plane C&C wind pressures independent of gravity loads, Be familiar with various ASCE 7-10 ASD load combinations used for bearing walls, Be knowledgeable of standards including the 2015 NDS, 2015 WFCM, and ASCE 7-10 used for design of tall walls. Discuss existing state of in-plane CLT shear wall design provisions. The Master of Engineering in Integrated Wood Design (MEng) educates students in the field of modern wood structures with a focus on up-to-date structural design, seismic design and mixed structures, as well as building physics, energy efficiency and sustainability. Recognize advantages and disadvantages to various wood framing methods. It will explain the determination of maximum building size for eight common use groups using the new height and area tables of the 2015 IBC and pre-calculated tables provided in the CCWD. Often selected for aesthetic reasons or its unparalleled design flexibility, glulam also offers superior structural performance combined with long term durability. This webinar builds on the two previous Load and Load Path webinars and describes how connectors are used to create load paths in the structure and how the 2012 Wood Frame Construction Manual (WFCM) and calculated loads are used to determine connector type and size. Learn what Life Cycle Assessment (LCA) is and how it is used to develop Environmental Product Declarations (EPD). It is strongly encouraged to view the recorded webinar of STD350 - Significant Changes to the 2018 WFCM prior to this course. Understand methods used to establish allowable design properties for visually graded lumber in existing buildings. Learn more. Heavy timber construction (Type IV in the International Building Code) is one of the oldest building types used in the United States. This is a list of tertiary educational institutions around the world offering bachelor's, master's or doctoral degrees in forestry or related fields. Additionally, background and requirements for large high load diaphragms will be discussed. Our diverse training services equip our employees and our customers’ people with the right blend of technical knowledge and practical, hands-on experience to make smarter business decisions. As a Civil Engineering student, this course has been very helpful for me. Many regions of the United States are at risk of high winds from hurricanes, downbursts, and thunderstorms. This program provides guidance that is based on compliance with Chapter 33 of the 2018 International Fire Code, Chapter 33 of the 2018 International Building Code, and NFPA Standards 1 and 241. Engineered approaches such as those outlined in AWC's 2015 Special Design Provisions for Wind and Seismic (SDPWS) typically result in more efficient designs. Understand the significant changes between the 2005 and. Understand how a wood podium is designed for durability and longevity using non-traditional systems and methods. Design provisions and equations from the 2015 NDS and reference design values from the 2015 NDS Supplement will be used to calculate capacities for these elements under various loading conditions. The TWB developed its own test scenario(s) to substantiate any code change proposals (testing was carried out at ATF labs); and worked to develop a comprehensive set of technically-substantiated code changes for consideration during the 2018 Group A code development process. New shear wall aspect ratio limits for wind will also be examined. Discover how to design CLT floors to achieve serviceability goals related to deflection and vibration. 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. CORRIM Fact Sheet: The Role of Forests, Management, and Forest Products on Carbon Mitigation. Commercial and multifamily buildings are often built using light wood frame construction but sometimes another material is used for the shaft construction. Using Design of Wood Frame Buildings for High Wind, Snow, and Seismic Loadings (2012 WFCM Workbook) this 2-part hands-on session provides a design example, helpful checklist, and background information for design of a wood-frame structure in accordance with the 2012 WFCM. Be familiar with shear, uplift, and overturning wind loads for various building components. AWC's 2015 Special Design Provisions for Wind and Seismic (SDPWS) is referenced in the 2015 International Building Code (IBC) for design of structures using wood shear walls and diaphragms to resist wind and seismic lateral loads. It also can be one of the most daunting code analysis steps—but it doesn’t have to be! - identify the projected trend for wood consumption to continue to grow in the coming years, despite the image of wood as a "low tech" material. Attendees will learn to use checklists and detailing summaries to ensure a complete load path is prescriptively designed for the wall and floor systems. Analyze wood- and gypsum-sheathed diaphragms using prescriptive and engineered procedures. In this course, participants will learn about format of the SDPWS and how to apply design provisions to shear walls and diaphragms as well as changes from previous editions. Briefly introduced to connection design software solutions. Describe the development process for allowable heights, areas, and number of stories permitted for tall mass timber types of construction, Evaluate the new fire barrier requirements, Recognize provisions for construction site fire prevention, Recite the owner responsibilities for fire resistance elements. their 2015/2016 code development cycle. Shear, uplift, and overturning loads are calculated for various building components. Thank you for sharing that knowledge. Recall the efforts of the ICC Tall Wood Building Ad Hoc Committee and Group A proposals, Compare existing IBC construction types with requirements for new construction types, to include fire protection features, Visualize representative allowable building sizes as prescribed by the TWB Ad Hoc Committee, Summarize and discuss standards updates and next steps for tall mass timber construction. Apply special provisions for design of wood structures that involve compartmentalization and sprinkler systems. This presentation takes the mystery out of the 2012 International Building Code (IBC) parameters for wood in commercial non-residential and multi-family residential construction. Be familiar with the significant changes between the 2012 and 2015 WFCM. Mid-rise podium construction, with multiple stories of wood framing over a concrete first story, has been popular for many years as a way to take advantage of wood's cost effectiveness for the superstructure while maintaining a more traditional construction type below. This article will discuss the 2015 SDPWS and participants will learn about format of the SDPWS as well as how to apply design provisions to shear walls and diaphragms as well as changes from previous editions. Be familiar with the ramifications of gravity loads on various building components. Enroll in an online introduction to engineering course or explore specific areas such as structural, mechanical, electrical, software or aeronautical engineering. Identify the reference standards for the use of wood in a structural application. Understanding issues that may occur if not properly designed and detailed, will help designers mitigate potential issues. Understand the proposed code change that addresses the performance requirements for cross laminated timber, and state its impact on mass timber construction. Learn to use prescriptive tables to size wood members and connections to resist high wind, seismic, and snow loads. Education credits for 1 Hour of Instruction will be awarded. Per the International Building Code (IBC), structures using wood shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AWC's Special Design Provisions for Wind and Seismic (SDPWS). If you take a course in audit mode, you will be able to see most course materials for free. Become familiar with the new generation of tall wood structures around the world. Identify procedures and methods of pre-incident planning from the moment a building is contemplated. This has led to code change proposals for the 2021 IBC, expanding Type IV construction for tall “mass timber” buildings. Recognize fire resistance-rated code provisions relevant to wood shaft wall design. The course may offer 'Full Course, No Certificate' instead. The 2018 NDS references ASCE/SEI Standard 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures which includes increased wind loads. Structural Insulated Panels (SIPs) - a building system that can now be used in high seismic regions. Become familiar with the decay and termite hazards included in risk assessment for wood products. Calculation of wood-frame diaphragm deflection should account for bending and shear deflections, fastener deformation, chord splice slip, and other contributing sources of deflections. This course will provide an overview of common questions and challenges with design and construction of residential wood decks. The changes were submitted to ICC in accordance with the January 8, 2018 deadline and will be considered during Committee Action Hearings from April 15 – 25, 2018. 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. Understand the difference between segmented and perforated shear wall design. The American Wood Council's Design for Code Acceptance No. Key to its success, is understanding in-service conditions of structure to provide proper design and detailing. This article will provide an introduction to historic wood structures and modern innovative wood structures. Based on these proposals, the 2021 IBC will include three new construction types—Type IV-A, IV-B and IV-C—allowing the use of mass timber or noncombustible materials. Specify design options and tools for mass timber projects. Solutions for nailed, screwed, and bolted connections will be presented, along with specific information on calculating shear capacity as well as withdrawal capacity. Understand which exterior wood products meet the CBC Chapter 7A WUI provisions. Information gathered from years of frequently asked questions related to building code provisions for decks, deck construction details, and AWC’s Design for Code Acceptance 6 (DCA6) – Prescriptive Residential Wood Deck Construction Guide will be presented. During this shutdown it is the goal of the fire service that builders leave their construction site as reasonably fire safe as possible. 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. Understand construction techniques that prevent moisture intrusion into wood-framed structure including code-required clearances, site drainage, and correct placement of moisture barriers. This webinar will provide an overview of DCA 6 along with its Commentary and Appendices and include several examples showing application of the deck guide. considered. Summarize the test protocols and associated pass/fail criteria established in PRG 320 for qualifying adhesives and evaluate their impact on mass timber construction. Assess and accurately choose which AWC resources to utilize for guidance. Be familiar with current wood member connection solutions and applicable design requirements. Be familiar with Technical Report 12 and provisions for connection design beyond NDS requirements. Member, connection, and fire design as outlined in AWC's National Design Specification (NDS) for Wood Construction will also be discussed. This article provides and overview of the 2015 Code Conforming Wood Design (CCWD) document, Discuss provisions in DCA6 commentary and provide other resources. Be able to identify lateral resisting systems and understand where to obtain design specifications for these systems. AWC's 2012 National Design Specification (NDS) for Wood Construction is referenced in US building codes and used to design wood structures worldwide. Changes to the 2021 International Building Code allow for construction of mass timber buildings with larger heights and areas than is currently permitted in Types III, IV, and V construction. Renowned deck expert Mike Guertin joins AWC’s Matt Hunter, BCO, and Loren Ross, PE for a panel discussion on all things deck construction. One of the methods for determining fire resistance per section 703.3 in the 2018 International Building Code is fire-resistance designs documented in approved sources. Understand significant changes between the 2012 and 2015 IBC. This course explains the principal methods and tools that are used to assess carbon footprint in the context of building materials. See also DES412-1 – Seismic-Resistive Design of Wood Buildings. Discuss the special provisions of International Building Code Section 510 and give examples of their applications in common building configurations. The International Building Code (IBC) requires that structures using wood-framed shear walls and diaphragms to resist wind and seismic lateral loads be designed and constructed in accordance with AWC's Special Design Provisions for Wind and Seismic (SDPWS). This presentation will provide an overview of the significant changes to wood design and construction provisions relative to previous editions. This course will discuss the 2015 SDPWS which is a dual format document with both allowable stress design (ASD) and load and resistance factor design (LRFD). The 2018 International Residential Code (IRC) was approved by the International Code Council (ICC) during Understand significant changes between the 2012 and 2015 NDS. A range of structural elements are included such as sawn lumber, structural glued laminated timber, wood structural panel sheathing, I-joists, and trusses. The purpose is to reduce the risk of injuries and losses from fire. Understand the purpose of the 2012 WFCM and its development 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. 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