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American Wood Council

American Wood Council

Advancing Environmental Transparency for Wood Products

1
1 AIA LU/HSW, 0.1 ICC CEU

Advancing Environmental Transparency for Wood Products

Start

The built environment is responsible for nearly 40% of annual global greenhouse gas emissions. In order to avoid the worst climate change scenarios, rapid decarbonization is needed in all sectors. Wood products present a right-now solution to this challenge, as they are significantly lower in embodied carbon than other conventional building materials, and, when sourced from sustainably managed forests, provide numerous environmental benefits. This webinar will walk through the sustainability story of U.S. wood products and show the work we’re doing to tell the story transparently through data and EPDs.

American Wood Council

Answering Your Deck Questions: A Panel Discussion With The Pros

1
1 AIA LU/HSW, 0.1 ICC CEU

Answering Your Deck Questions: A Panel Discussion With The Pros

Start

Do you have questions on deck design? Now’s the chance to ask the pros! Renowned deck expert Mike Guertin joins AWC’s Matt Hunter, BCO, and Loren Ross, PE for a panel discussion on all things deck construction. Topics covered will include relevant International Residential Code (IRC) references, AWC’s Design for Code Acceptance 6 (DCA6) – Prescriptive Residential Deck Construction Guide, and other relevant documents. Attendees are asked to come prepared with plenty of questions – in this new panel discussion format we are encouraging participants to engage with our experts and help guide the discussion!

By the end of this learning unit, you will be able to: 
  • 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 DCA6s.
  • Indicate relevant analysis requirements and code updates.

Funding provided in part by the Softwood Lumber Board.



American Wood Council

Calculating Wind Loads on Low-Rise Structures per 2015 WFCM Engineering Provisions

2
2 AIA LU/HSW, 2 ICC CEU

Calculating Wind Loads on Low-Rise Structures per 2015 WFCM Engineering Provisions

Start
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. 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.

American Wood Council

Codes that Safeguard Buildings During Construction

1.5
1.5 AIA LU/HSW, 0.15 ICC CEU

Codes that Safeguard Buildings During Construction

Start

This program provides information to assist the Fire Service charged with responsibilities for fire and life safety on a construction site to follow best practices. Builders and building officials will also benefit from the information provided. The purpose is to reduce the risk of injuries and losses from fire. The information applies to the design and planning stages as well as the actual construction phase of buildings. Many hazards can be addressed before they become an issue by adoption of best practices and rigorous code enforcement. The primary focus of this program is on large buildings during construction. Other topics that include demolition, alterations, renovations, repair and maintenance, as well as newly-completed buildings will be discussed. This program provides guidance that is based on compliance with Chapter 33 of the 2021 International Fire Code, Chapter 33 of the 2021 International Building Code, and NFPA Standards 1 and 241.

Funding provided in part by the Softwood Lumber Board.



American Wood Council

Cross Laminated Timber (CLT) Shear Wall Example

1
1 AIA LU/HSW, 0.1 ICC CEU

Cross Laminated Timber (CLT) Shear Wall Example

Start
New provisions for Cross-Laminated Timber (CLT) shear wall design are included in the 2021 Special Design Provisions for Wind and Seismic (2021 SDPWS), the culmination of many years of research and testing. This program will present a design example for a CLT shear wall, including panel capacity, hold-downs, and deflection checks. Relevant supporting testing, analysis, and referenced standards will also be discussed.

American Wood Council

DCA3: Fire-Resistance and Sound Ratings for Wood-Frame Assemblies

1
1 AIA LU/HSW, 0.1 ICC CEU

DCA3: Fire-Resistance and Sound Ratings for Wood-Frame Assemblies

Start

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. The American Wood Council's Design for Code Acceptance No. 3 (DCA-3), Fire-Resistance-Rated Wood-Frame Wall and Floor/Ceiling Assemblies is commonly used as an approved source to specify wood frame fire-resistance rated assemblies. This presentation reviews building code fundamentals for fire performance and establishing fire resistance, the basis for using the DCA-3 assemblies for code compliance, and the correct use of the tables and assemblies in fire design. In addition, new options for wall/floor intersection details for Type III construction will be explained, as well as using the DCA-3 assemblies for complying with code requirements for sound transmission.

American Wood Council

Decarbonizing the Built Environment: Policy Approach for Maximized Reductions

1
1 AIA LU/HSW, 0.1 ICC CEU

Decarbonizing the Built Environment: Policy Approach for Maximized Reductions

Start

Policymakers recognize that significant changes must be made in the built environment if there is hope of achieving carbon reduction targets. States, local jurisdictions, and the federal government are rapidly adopting policies intended to reduce embodied carbon in buildings. Ensuring that the data and methodological approach applied to decarbonization efforts is technically robust is paramount to ensuring our reduction goals are met. This webinar will provide technical data and policy alternatives that can serve as a guide for effective decarbonization policies.

Funding provided in part by the Softwood Lumber Board.



American Wood Council

Demobilizing Construction Sites Safely Using NFPA 241

1
1 AIA LU/HSW, 0.1 ICC CEU

Demobilizing Construction Sites Safely Using NFPA 241

Start

When properly designed, wood frame structures will resist damage by moisture and living organisms. Recommendations for control of moisture and protection against decay and insect infestations are contained in AWC's Design of Wood Frame Structures for Permanence, WCD No. 6. Protection of wood frame structures to provide maximum service-life involves four methods of control, which can be handled by proper design and construction: (1) control the moisture content of wood, (2) provide effective termite controls, (3) use of durable materials such as naturally durable or preservative-treated wood, and (4) quality assurance.


American Wood Council

Demonstrating Sustainability Through Standards

1
1 AIA LU/HSW, 0.1 ICC CEU

Demonstrating Sustainability Through Standards

Start

Sustainable construction, green codes and standards, and increased focus on the embodied carbon of buildings has been elevated in profile over the last few years. Recent State and Federal guidelines are continuing to incorporate these concepts into building practices, increasing the demand for design professionals to familiarize themselves with the underlying reasoning behind the requirements and credits. This presentation will provide a basic background for stakeholders in the construction industry on how the wood industry demonstrates the environmental attributes of wood products through standardized approaches that can be utilized by green building codes and rating systems and a peek at upcoming trends in this space.

Funding provided in part by the Softwood Lumber Board.



American Wood Council

Demystifying Diaphragm Design

1.5
1.5 AIA LU/HSW, 0.15 ICC CEU

Demystifying Diaphragm Design

Start

The 2018 International Building Code (IBC) specifies that structures using wood-framed shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AWC’s 2015 Special Design Provisions for Wind and Seismic (SDPWS) or 2018 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings. Both code-referenced standards provide procedures for designing diaphragms for wood construction. This presentation will demystify diaphragm design by providing wind and seismic design examples for in-plane lateral design of wood- and gypsum-sheathed diaphragms including a brief overview of high-load diaphragms.

Funding provided in part by the Softwood Lumber Board.



American Wood Council

Design of Wood Frame Structures for Permanence

1
1 AIA LU/HSW, 0.1 ICC CEU

Design of Wood Frame Structures for Permanence

Start
When properly designed, wood frame structures will resist damage by moisture and living organisms. Recommendations for control of moisture and protection against decay and insect infestations are contained in AWC™s Design of Wood Frame Structures for Permanence, WCD No. 6. Protection of wood frame structures to provide maximum service-life involves four methods of control, which can be handled by proper design and construction: (1) control moisture content of wood, (2) provide effective termite controls, (3) use of durable materials such as naturally durable or preservative treated wood, and (4) quality assurance.

American Wood Council

Durable Construction with Preservative-Treated Wood

1
1 AIA LU/HSW, 0.1 ICC CEU

Durable Construction with Preservative-Treated Wood

Start

In applications where wood may be exposed to moisture, insects or fungal organisms, preservative-treated wood can help ensure a building’s durability. In this presentation, participants will learn about the manufacturing process for pressure-treated wood, available products and their differences, and how preserved wood is used in construction. Topics include an overview of preservative treatments, desired service life and exposure conditions, AWPA Use Category standards and current issues concerning the safe use of treated wood. Participants will also receive instructions for free downloading of the Treated Lumber Guide smartphone/tablet app.

Funding provided in part by the Softwood Lumber Board.


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Advancing Environmental Transparency for Wood Products
Answering Your Deck Questions: A Panel Discussion With The Pros
Calculating Wind Loads on Low-Rise Structures per 2015 WFCM Engineering Provisions
Codes that Safeguard Buildings During Construction
Cross Laminated Timber (CLT) Shear Wall Example
DCA3: Fire-Resistance and Sound Ratings for Wood-Frame Assemblies
Decarbonizing the Built Environment: Policy Approach for Maximized Reductions
Demobilizing Construction Sites Safely Using NFPA 241
Demonstrating Sustainability Through Standards
Demystifying Diaphragm Design
Design of Wood Frame Structures for Permanence
Durable Construction with Preservative-Treated Wood
Header Design per 2015 WFCM Engineered and Prescriptive Provisions
Introduction to Mass Timber Products
Mass Timber in Housing: Aesthetics, Affordability & Sustainability
Prescriptive Residential Wood Deck Construction Guide With Commentary – DCA6-2015 IRC Version
Principles of Fire and Connection Design & Special Inspection
Shaft Wall Solutions for Wood-Frame Structures
Shear Walls Discussion Panel
Special Inspections for Wood Construction 2018
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