When you purchase a Live Recorded Course, you receive private access to multiple live sessions that Tom taught over a Livestream platform with participants who registered for the experience in real time sometime prior to today. Every aspect of the class was great. As woocworking of the most experienced contractors of mass timber buildings in the US, Lendlease will offer insights on a proposed change to the International Building Code that would see increased height and story allowances for mass timber structures. Calculation of wood-frame diaphragm deflection should account for bending and shear deflections, fastener deformation, chord splice slip, and other contributing sources of deflections. Understand the 6 lateral design value yield modes and material properties used to calculate capacity. It will woodworking online free course registration how they may woodworking online free course registration applied to your future building designs and how they are being used in projects across the nation today registartion comply with the International Building Code IBC.

I want you to be an independent woodworker who can build any kind of furniture that you need. That's why you won't get any plans when you buy the Beginner Woodworker's Course.

Instead I'll give you tips, tricks and secrets that will make all your woodworking projects better. I'll show you how you can give your projects a higher-quality look. You'll also learn how you can start designing your own furniture. Terms of Service - Privacy Policy. This course will help you go from complete beginner to building furniture you are proud of. Whether you want to sell furniture, make furniture for your own house, or just develop your craft as a woodworker; this course has got you covered.

Hi there! This is Are, the creator of the Beginner Woodworkers's Course. I have been woodworking most of my life, but 5 years ago I wanted to get more serious about it. I wanted to develop my skills as a woodworker, and learn how I could build and sell beautiful furniture.

She will discuss the research and innovation process that are being done with this type of construction which helped bring mass timber into the building codes.

Highlighted in this presentation will be the recently completed first mass timber building project on the campus of Clemson University, and plans for a second building. This course is an introduction to the ever-growing family of traditional and engineered wood products EWP. Products covered are lumber, glued-laminated timber glulam , cross-laminated timber, structural composite lumber, wood I-joists, and wood structural panels.

The standards that form the basis for the manufacture and development of design stresses for each product are discussed as well as design provisions included in AWC's National Design Specification NDS for Wood Construction. Unique characteristics for each product are highlighted and extensive examples of the use of these products in a wide range of building applications are presented. Glued-laminated timber is often used as a primary load carrying member of buildings.

Often selected for aesthetic reasons or its unparalleled design flexibility, glulam also offers superior structural performance combined with long term durability. This seminar will focus on recent glulam innovations — such as the use of fiber reinforced polymers to increase strength and stiffness — as well as sustainability considerations related to product selection and endurance.

This course will introduce an overview of a variety of current and new wood products and techniques. It will discuss how they may be applied to your future building designs and how they are being used in projects across the nation today to comply with the International Building Code IBC.

Included in this course is information on the application and advantages of:. This course is an introduction to the ever-growing family of traditional and engineered wood products EWP that are used for structural framing members in both residential and commercial construction.

Unique characteristics for each product are highlighted and relevant production and design standards for products are included as well as information related to qualifying the sustainable characteristics of these products using Environmental Product Declarations.

Often selected for aesthetic reasons or its unparalleled design flexibility, both offer superior structural performance combined with long term durability. It has been used for over a decade in other parts of the world such as Europe and Australia and has recently made its way into North America.

Additionally, all three products offer sustainable qualities as they are manufactured from a renewable resource and store carbon. Structural and fire protection characteristics of NLT, GLT and CLT will be discussed as well as IBC code provisions that allow their specification in both residential and commercial applications for a wide variety of occupancies. Participants will learn about changes in the NDS and Supplement relative to previous editions and gain an overview of the standard.

This article will highlight the changes in the NDS and NDS Supplement relative to previous editions and provide an overview of the standard. This article will highlight changes in the NDS and NDS Supplement relative to previous editions and provide an overview of the standard. Participants will learn about changes in the NDS to address increased wind loads and gain an overview of the standard. The WFCM prescriptive method will is used to illustrate the magnitude and applied location for loads applicable to low-rise wood frame construction.

This webinar will be a continuation of the Loads webinar and use the loads developed previously to illustrate the importance of load path continuity in buildings. Vertical and lateral load paths will be described including the role of shear walls in buildings. The Wood Frame Construction Manual WFCM will be used as the basis for loads and load paths that must be determined in design of low-rise wood frame construction. 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 Wood Frame Construction Manual WFCM and calculated loads are used to determine connector type and size.

Reference to connector products available in the marketplace will be made without identifying particular manufacturers. This webinar builds on the three previous Load, Load Path, and Connections webinars to describe how loads must be transferred through the building to reach the foundation system.

Foundation systems utilizing elevated piles will be emphasized. Due to minimal design information on elevated foundations in the building code, this webinar Free Woodworking Plans Toy Box Online is intended to provide some design basics that may not be readily available.

This presentation will provide an overview of the significant changes in the WFCM relative to the previous edition. This article provides an overview of the significant changes in the WFCM relative to the previous edition. This article will provide an overview of the significant changes in the WFCM relative to the previous edition. 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.

Example problems showing how to apply tabular solutions offered in the High Wind Guide will also be presented. A range of structural elements are included such as sawn lumber, structural glued laminated timber, wood structural panel sheathing, I-joists, and trusses. Using plans from a 2-story residence, participants prescriptively design the structure to resist high wind, seismic, and typical residential gravity loads.

Part 1 will provide an overview of appropriate loads to apply to residential structures and work through the roof story design. Part 2 will deal with design of wall and floor systems, including shear wall design and appropriate connections between roof, floor, wall, and foundations to maintain load path. Attendees will learn to use checklists and detailing summaries to ensure a complete load path is prescriptively designed for the wall and floor systems.

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. Part 1 will provide an overview of the 2-story example structure, loads to be resisted, and applicability limitations of the WFCM.

Part 2 will focus on the roof story design including gable-end wall framing, roof and ceiling framing and sheathing, and connections. Part 3 will focus on the second-story design including floor and wall framing and sheathing e. Part 4 will focus on the first-story design and include summation of loads from above and connections specific to foundations.

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. This presentation will provide background and examples for calculation of these forces which will enable designers and code officials to quickly determine wind design loads for projects.

The 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.

Examples include thrust connection loads on rafters and span impacts due to rafter ties; interior and exterior wall loads and related wall stud compression stresses; and hip and valley, and ridge beam capacity requirements. The 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. Related issues including jack studs, king studs, connections for lateral and gravity loads, and the difference between dropped and raised headers will be discussed.

The WFCM provides code officials and designers with time-saving tools based on engineered and prescriptive solutions based on structural engineering principles for wood structures to resist anticipated lateral and gravity loads.

Using plans from a 2-story residence, a structure is prescriptively designed to resist high wind, seismic, and typical residential gravity loads. This webinar will deal specifically with design of roof systems, and appropriate connections between roof, floor, wall, and foundations to maintain load path for wind uplift.

New shear wall aspect ratio limits for wind will also be examined. This article discusses significant additions and revisions to the SDPWS and how to apply design provisions for shear walls and diaphragms. 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.

This article will discuss the 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. Significant changes relate to incorporation of cross laminated timber, open front diaphragms and cantilever diaphragms.

This article provides an overview of changes for the Permanent Wood Foundation PWF Design Specification —a publication intended to address structural design requirements of a wood foundation for light-frame construction. Segmented eCourses. Building Codes BCD. Design Considerations DES. Green Building GB. Watch a Video. View Webinar FAQs.

Take an eCourse. Schedule a Live Presentation. Main Menu Main Menu Pulldown. For past educational offerings, go to the Archived Courses. All eCourses. Expand all Collapse all. Identify recent changes to wood design standards that affect the design of wood structures. Identify recent changes to the building code. Understand reasons for the changes to the IBC and the wood design standards. Understand significant changes between the and NDS. Able to locate and analyze content within the IBC wood provisions.

Familiar with new IRC requirements regarding wood use. Level: Beginner Primary Audience: Engineers, Code Officials Learning Objectives: Recognize and apply appropriate code changes as outlined and delineated in tables within this article.

Give examples of code changes in Appendix A for fasteners and framing provisions. Describe some of the code changes for Fire Resistance and Sprinklers in the built environment.

Recite some of the code changes for Structural provisions in the built environment such as decks, footing, wall bracing, roof framing, and I-Joists. Click here for Stand-Alone Link.

Understand how the SFM standard provides a way for combustible materials to comply with the provisions of the WUI code. Identify some distinguishing characteristics of fire-resistance rated exterior walls, fire walls, fire barriers, and fire partitions. Understand the basic fire-resistance design procedures for wood frame assemblies and certain exposed wood members. Understand code requirements for flame spread performance of wood products. Level: Beginner Primary Audience: Code Officials, Fire Service Learning Objectives: Identify codes and standards that regulate fire safety during construction Identify common causes of construction fires Define the role of various parties in reducing the risk of construction fires List steps that can be taken to reduce the risk of construction fires Equivalencies: 1.

Level: Beginner Primary Audience: Code Officials, Fire Service Learning Objectives: Identify the main risks and hazards on construction sites that lead to fires in structures under construction. Apply model codes and standards that pertain to safety precautions during construction. Identify best practices regarding housekeeping, hot work, equipment fueling, smoking, food preparation and other hazardous activities on construction sites.

Identify the components included in a good fire safety plan and coordinate with contractors to develop a plan. Learn the leading causes of fires in structures under construction.

Apply model codes and standards that pertain to safety precautions during construction and pre-incident planning. Identify procedures and methods of pre-incident planning from the moment a building is contemplated. Develop strategies and tactics to suppress a fire on a construction site of a large area building.

Level: Beginner Primary Audience: Engineers, Code Officials, Fire Service, Other Learning Objectives: Apply model codes and standards relevant to fire prevention and construction safety Identify items needed to develop a model fire plan Identify best practices regarding site maintenance during construction, storage of hazardous materials, and other activities on construction sites Discuss strategies for fire suppression on an active construction site 1.

Level: Beginner Primary Audience: Code Officials, Fire Service, Other Learning Objectives: Identify recent major fires and their reported causes Identify the I Code regulations and linkage to NFPA for fire safety during building construction alteration and demolitions Develop a model fire plan for buildings under construction, alteration or demolition Identify existing building materials and construction industry resources for training, education and mitigation Equivalencies: 1.

Identify minimum material requirements for deck construction including wood members and fasteners. Identify minimum construction detailing requirements. Understand design requirements and available resources for both prescriptive and engineered deck designs. Identify minimum prescriptive wood deck requirements. Describe deck construction including wood members and fasteners. Discuss provisions in DCA6 commentary and provide other resources. Level: Beginner Primary Audience: Code Officials, Other Learning Objectives: Understand the scope and limitations of DCA 6 Become familiar with the types of decks covered by DCA 6 and their differences Become familiar with minimum sizing requirements for various deck structural elements Understand the types of loads residential decks are designed to resist Equivalencies: 1.

Diagnose common challenges faced when designing and building residential wood decks and how to overcome them. Discover additional resources available for wood deck design and construction. Categorize code-compliant wood deck components versus those requiring approval by the authority having jurisdiction.

Level: Intermediate Primary Audience: Engineers, Code Officials, Other Learning Objectives: Identify vertical and lateral load paths of conventional residential decks Identifying the minimum footing size and materials per IRC Determining appropriate beams and joist span lengths using IRC provisions Determining lateral connection options for the deck to existing dwelling based on IRC requirements Equivalencies: 1.

Identify methods specified by the code for establishing fire resistance of wood assemblies and elements, and fire precautions during construction. Apply special provisions for design of wood structures that involve compartmentalization and sprinkler systems.

Apply code provisions for the non-structural use of wood in buildings, such as for finishes, appendages, siding, and trim. Identify the reference standards for the use of wood in a structural application. Identify IBC methods for establishing fire resistance of wood assemblies and elements. Identify IBC requirements for fire precautions during construction. 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.

Locate the fundamental IBC structural provisions for wood design and identify the IBC-referenced wood design standards. Learning Objectives: Recognize construction types, occupancies, and determine building heights and areas for wood-frame low- and mid-rise construction per the International Building Code. Describe Code Conforming Wood Design, and highlight its use as a resource for designers when analyzing single-occupancy structures.

Discuss allowable building size calculators and review their capabilities in analyzing single- and multi-occupancy buildings. Discuss the special provisions of International Building Code Section and give examples of their applications in common building configurations. Identify the sources of structural provisions when using wood as the structural frame.

Identify special provisions for design of wood structures that involve compartmentalization and sprinkler systems. Explain the types of assemblies described in DCA3 and how the tables can be used. Identify the building code requirements for sound transmission and how these are addressed in DCA3. Discuss the code requirements that may apply to floor-wall intersections in Type III platform construction and examine example solutions from DCA3.

As compliance with modern energy codes becomes more complex, designers, builders and code officials are looking to more thoroughly understand requirements, especially those that offer flexibility in design. Describe the free design aids that are available from AWC and utilize them for designing residential wood.

Become familiar with IBC provisions referencing different types of special inspections. Become familiar with specific items examined during a special inspection. Be aware of professional qualifications required to conduct code compliant special inspections. Evaluate IBC provisions referencing different types of special inspections. Recognize the items examined during a special inspection. Describe special inspection requirements for large high load diaphragms.

Summarize the code provisions relating to sound transmission, and how compliance with these code provisions may be demonstrated. Describe the scope of the AWC empirical sound transmission model, how it was developed, how it works, and how it was validated. Evaluate how the model can be used to estimate sound transmission parameters in order to demonstrate code compliance and understand the scope and limitations of the model.

Learning Objectives: List some of the challenges and possible resolutions to building bridges and boardwalks with wood. Discuss how a wood bridge can be installed while addressing environmental concerns. Identify and describe the 2 examples of bridges using wood. Recall some of the components of wood bridges and boardwalks. Learning Objectives Understand conditions necessary for wood-destroying organisms to thrive.

Understand construction techniques that prevent moisture intrusion into wood-framed structure including code-required clearances, site drainage, and correct placement of moisture barriers. Understand remedies for improper design and construction. Be knowledgeable about preservative treated wood and naturally durable species, grading issues, and tips on preventing moisture-related insect and fungal attack. Learning Objectives: Become familiar with the decay and termite hazards included in risk assessment for wood products.

Become familiar with options available for protection of wood products. Be aware of maintenance requirements for various wood products. Learn about the impacts on wood properties due to treatment and preservation processes. Learning Objectives: Have a technical understanding of the causes of wood deterioration in buildings including decay fungi and insects that attack wood; Understand the mechanisms of how deterioration organisms degrade wood products and how prevent it; Understand how architectural details can contribute to or minimize wood deterioration in historic and modern buildings; Understand decay resistant wood species and preservative treatments that are currently available.

See how wood building materials, such as cross-laminated timber CLT , plywood, OSB and glulam deteriorate if improperly used Equivalencies: 1. Wood has been successfully used as a structural building material for hundreds of years. Key to its success, is understanding in-service conditions of structure to provide proper design and detailing.

Understanding issues that may occur if not properly designed and detailed, will help designers mitigate potential issues. This webinar will present state-of-the-art assessment methods for existing wood and timber structures. Results from several interesting projects will be presented—including those from the inspection of USS Constitution Old Ironsides. Learning Objectives: Understand methods used to identify wood species used as structural members in existing buildings.

Understand methods used to visually grade structural wood members in existing buildings. Understand methods used to establish allowable design properties for visually graded lumber in existing buildings. Understand methods used for condition assessment of in-service wood including quasi-nondestructive evaluation methods and equipment.

Learning Objectives: Understand application of NDS design provisions for beams, columns, and structural elements under combined bending and axial loading. Be familiar with reference design values from the NDS Supplement. Be familiar with the impact of combinations of loads of different durations on design of structural wood members.

Learning Objectives: Discuss application of NDS design provisions for beams, columns, connections, and calculating design values. Apply the reference design values from the NDS Supplement. Recognize the updated design provisions for connections new to the NDS. Learning Objectives: Discuss design and resilience of wood components subject to wind and gravity loads.

Explain when main wind force resisting systems and component and cladding load cases should be considered. Assess and accurately choose which AWC resources to utilize for guidance. Conduct a standard design check for the limit states of strength and deflection for a tall wood stud wall subject to wind and gravity loads.

Learning Objectives: Discuss deck load path code requirements and how to satisfy them Recognize proper design and detailing of significant components Identify best construction practices outlined in DCA6 Indicate relevant analysis requirements and code updates Education credits for 1 Hour of Instruction will be awarded.

Learning Outcomes: Familiar with current wood connection design philosophy, behavior, and serviceability issues. Familiar with design techniques for small and large wood members, panel products, and wood assemblies. Familiar with dowel-type and specialized components and adhesives. Briefly introduced to connection design software solutions. Learning Outcomes: Be familiar with current wood member connection solutions and applicable design requirements.

Be able to recommend fastening guidelines for wood to steel, wood to concrete, and wood to wood connections. Be able to describe effects of moisture on wood member connections and implement proper detailing to mitigate issues that may occur. Learning Outcomes: Understand application of the six yield limit equations for dowel-type connection design Know when to utilize applicable adjustment factors for common bolted connections Apply spacing, end, and edge distance requirements for wood-to-wood bolted connections Be able to determine local stresses in fastener groups Equivalencies: 1.

Learning Outcomes: Describe the application of the six yield limit equations for dowel-type connection design Discuss when to utilize applicable adjustment factors for common bolted connections Illustrate the spacing, end, and edge distance requirements for wood-to-wood bolted connections Calculate the local stresses in fastener groups Equivalencies: 1. Learning Objectives: Be able to understand overlooked wood connection engineering issues.

Obtain resources for complying with wood connection engineering issues. Identify and design for local stresses in fastener groups. Identify and detail high capacity shear walls and diaphragms.

Learning Objectives: Describe and analyze wood-based connection engineering issues. Acquire resources for complying with wood-based connection design. Identify lateral connection details. Specify proper fasteners for shear walls, diaphragms, and other wood-based assemblies. Learn various approaches in the NDS for calculating fastener capacity. Understand the 6 lateral design value yield modes and material properties used to calculate capacity. Learning Outcomes: Identify and understand the basic shear wall system to resist wind and seismic loads.

Understand the difference between segmented and perforated shear wall design. Understand hold down design. Learning Objectives: Identify and understand the basic shear wall system to resist lateral seismic loads. Understand the differences between segmented and perforated shear wall design. Understand hold down design and special conditions that pertain to seismic hold downs.

Compare and contrast the segmented shear wall and perforated shear wall approach to design. Identify engineering requirements and solutions in the WFCM. Analyze and choose the safest and most efficient wood shear wall design approach. 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.

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. Participants will conclude that research results obtained from this study can be used to support different design methodologies in estimating forces around openings accurately. Learning Objectives: Evaluate a prescriptive and engineered design methodology for perforated wood shear walls.

Understand how to design wood structural panels to resist wind loads. Design a wood frame wood structural panel shear wall shear loads. Acquire knowledge on resources to develop solutions for resisting wind loads. Learning Outcomes: Understand limitations of previous methods and the new prescriptive design tools Describe the progression of provisions over time, leading up to the SDPWS Recognize the requirements for wood structural panels designed to resist combined shear and uplift from wind Interpret Tables 4.

On completion of this course, participants are able to: Learning Objectives: Identify and understand the basic shear wall system to resist lateral seismic loads. Learning Objectives: Identify the characteristics of a panelized wood roof diaphragm. Apply requirements for wall anchorage forces including proper detailing for distribution of these forces into the diaphragm. Utilize subdiaphragms as a tool to create an efficient load path for wall anchorage forces.

Design wood diaphragms and their chords and collectors for seismic forces. Analyze wood- and gypsum-sheathed diaphragms using prescriptive and engineered procedures. Evaluate special inspection requirements as required for high-load diaphragms.

Analyze individual components of the deflection equations to determine their magnitude of impact on total deflection. Utilize the example deflection calculation in future design work as a model for their own calculations. Learning Objectives: Discuss product manufacturing and design standards relevant to cross laminated timber CLT , and identify where these standards are recognized in the International Building Code.

Consider the structural design properties of CLT relevant to floor and roof applications. Discover how to design CLT floors to achieve serviceability goals related to deflection and vibration. Examine the use of CLT in example buildings and connection details.

Consider the relevant structural design properties of CLT for floor and roof applications. Discover how to design CLT floors to achieve serviceability goals related to deflection and creep. Identify applications for using CLT and develop solutions using the highlighted resources. Describe how to design CLT walls for gravity loads. Design a CLT wall for fire resistance and thermal separation.

Discuss existing state of in-plane CLT shear wall design provisions. Learning Outcomes: Understand the significant codes and standards related to mid-rise wood construction.

Recognize the recent significant codes and standards changes related to wood construction. Identify some of the issues related to shrinkage and understand possible solutions for mitigating shrinkage. Identify solutions that other countries are implementing for mid-rise wood construction.

Learning objectives: Be able to list the advantages of mid-rise light wood-frame construction. Be able to identify and describe several examples of mid-rise wood-frame construction.

Be able to explain the correlation between wood use and carbon footprint. Learning Objectives: Understand the opportunities and challenges for wood use in wood podiums and be able to use that knowledge to specify this type of system in the future. Learn the motivational drivers associated with the use of wood for podium construction and why to consider it on future projects vs. Discover the structural challenges associated with a wood podium and gain a better understanding of the collaboration necessary with the structural engineer.

Understand how a wood podium is designed for durability and longevity using non-traditional systems and methods. Learning Objectives: Recognize fire resistance-rated code provisions relevant to wood shaft wall design. Discuss shaft wall assembly types, evaluating their applicability to elevator, stair and mechanical shafts. Indicate detailing options that establish fire resistance continuity at framing intersections. Determine structural design considerations for stair and elevator shafts.

Learning Objectives: Be able to define cross-laminated timber Be aware of code and standard updates relevant to CLT and other mass timber elements Be aware of notable mass timber structures around the globe Learn about current tall wood building projects and resources Equivalencies: 1. Learning Objectives: Learn about historic wood structures ranging in age from to over years.

Learn about new engineered mass timber products which are allowing designers to build taller with wood. Become familiar with the new generation of tall wood structures around the world. Learn about hybrid systems using wood being developed and used in new structures. Learning Objectives: Visualize how mass timber and heavy timber building elements behave when subjected to fire. Understand basic methods to achieve fire resistance ratings in the IBC.

Learn how fire resistance ratings of wood assemblies and mass timber are calculated. Utilize an introduction to CLT as incorporated in the IBC along with future code change concepts to form a basis of understanding about taller and larger timber structures.

Learning Objectives: Recognize the objectives of recent large-scale compartment fire testing in the U. Understand how testing is used to assess the added fire resistance time associated with non-combustible materials applied to mass timber elements in standardized E tests and be able to evaluate the results of those tests. Learning Objectives: Cite reasons for growing in heavy timber construction.

Restate goals and objectives of work groups and committees interested in mass tall timber construction. Summarize the findings of the 5 fire tests conducted at the U. Formulate own thoughts regarding safety and property protection based on fire test data and code change recommendations. Learning Objectives: Recognize how cross-laminated timber and other glued engineered wood products are manufactured. Describe the compartment fire test results and circumstances that led to the development of a full-scale room fire protocol for qualifying adhesives used to manufacturer cross-laminated timber.

Understand the proposed code change that addresses the performance requirements for cross laminated timber, and state its impact on mass timber construction. Recognize how the new types of construction compare with existing types of construction in the International Building Code and specify the inherent differences and conservative approaches the new types have.

Understand the process by which the allowable heights, areas, and number of stories permitted for the proposed mass timber types of construction were developed and will be able to utilize the information for building design.

State the fire resistance requirements for mass timber building elements. Further, they will be able to distinguish when and where non-combustible protection can be omitted. Learning Objectives: Review worldwide mass timber project examples built by Lendlease, comparing construction techniques and carbon advantages to traditional building methods.

Learn where to find information and research that supports the new IBC Code change. Recognize how mass timber for mid- and high-rise structures provides for higher quality buildings to be constructed faster and safer. Learning Objectives Describe what cross-laminated timber is and how it relates to mass timber construction. Evaluate the performance of CLT and recite the benefits associated with its use.

Research examples of existing mass timber projects in the US. Specify design options and tools for mass timber projects. Learning Objectives: Identify code acceptance of mass timber products.

Describe technology advances and standards related to mass timber products. Recognize the unique fire resistive characteristics of mass timber as it influences the use of wood in building construction. Describe the application of NDS Chapter 16 which can be utilized to design up to 2-hours of fire-resistance for exposed wood members.

Learning Objectives: 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 1. Learning Objectives: Identify changes to the IBC code regarding mass timber buildings heights and areas permitted in construction.

Describe how to design fire protection for mass timber connections. Recognize new code provisions for special inspection of tall mass timber structures. Learn about some of the software programs that are currently acceptable for LCA. Explore how wood was used to enhance experience of building occupants. Recognize how wood used as a structural and finish material contributes to key elements of occupant environment including indoor air quality, acoustic performance, and physical health.

Examine evidence confirming the positive human response to wood for its aesthetic qualities and connection to nature. Learning Objectives: Describe the state of the wood products market and how you fit within its framework Summarize the various types of mass timber products available and the research conducted to make them viable solutions Determine why you should ask for wood in your next building construction project and the benefits of doing so Discuss the role that forests have in sustainable buildings Equivalencies: 1.

Learning Objectives: Be familiar with the ever-growing family of traditional and engineered wood products EWP's and their unique characteristics, Free Online Woodworking Course Uk including: lumber glued-laminated timber glulam cross laminated timber CLT structural composite lumber wood I-joists plywood oriented strand board Be familiar with the standards that form the basis for the manufacture, development of design stresses, and design procedures for each product. Be knowledgeable about the use of these products through examples of a wide range of building applications.

Be familiar with the resources that are available to obtain more information. Learning Objectives: Be able to identify research and correctly specify glued-laminated beams appropriately on their projects.

Become familiar with a number of technology advances and standards related to glued-laminated beams.

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