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The following provides SBCA's proposed best practice truss submittal package language for CMs to use as a standardize approach with respect to defining their scope of work. The grey highlighted text ties most directly to the commentary provided after the proposed sample language.
Proposed Sample TDD and TPD Submittal Transmittal Language
The following article provides SBCA's proposed best practice Truss Design Drawing (TDD) Cover Sheet language for CMs to use as a standardize approach with respect to defining their scope of work. The grey highlighted text ties most directly to the commentary provided after the proposed sample language.
Proposed Sample TDD Cover Sheet Language
The following article provides SBCA's proposed best practice Truss Design Drawing (TDD) warning note language for CMs to use as a standardize approach with respect to defining their scope of work.
Proposed Sample TDD Warning Note Language
The following article provides SBCA's proposed best practice Truss Placement Diagram note language for CMsto use as a standardize approach with respect to defining their scope of work.
Proposed Sample TPD Note Language
At the recent July SBCA Open Quarterly Meeting (OQM) in Madison, WI, the membership discussed the importance of raw material design values and their impact on component manufacturers (CM).
As noted in the following three articles:
The SBCA Truss Plate Council, Executive Committee and Board of Directors have been working on individual sample best practice language for component manufacturers. They are as follows:
SBCA's Design Software policy makes it clear the software and intellectual property should reside in the hands of the CM. Originally passed in 2002, the plate suppliers in attendance (Eagle, Alpine, MiTek and Simpson) all reiterated their unequivocal support for this policy and pledged to continue monitoring the use of its software and resolving instances where the software may be used contrary to this policy.
This presentation provides information on and requirements for sprinkler systems and metal plate connected wood trusses.
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This presentation provides information on Lay on Gable Connections.
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This Research Report aims to enhance fire performance and fire safety characteristics through the application of a gypsum wallboard membrane.
This report discusses ways of increasing the energy efficiency requirements of the building envelope within the context of the requirements of the 2009, 2012 and 2015 International Residential Code (IRC) and IECC for ceiling insulation and truss heel heights.
Minimum top and bottom chord permanent lateral restraint/bracing of structural roof or floor trusses is assumed to be adequate when using code-compliant roof and/or ceiling diaphragms. This lateral restraint/bracing is typically accomplished with code-compliant roof /floor sheathing and fastener spacing and/or code-compliant gypsum ceiling material and fastener spacing or purlins at a given on-center spacing.
Depending on the type of fire-retardant treatment (FRT) used, materials may require a change in design values and reduction in connector capacity. This report intends on providing a clear perspective of interiror FRT wood used in Truss designs.
In order to promote the safe installation of building components including trusses, manufacturers send out a Jobsite Package to the construction site with the truss delivery. These Jobsite Packages include the Truss Submittal Package. The Truss Submittal Package includes the information that if required will be submitted to the Contractor/Building Designer, who if required will submit it to the local building official.
This presentation provides information on 2-Hour Calculated Fire Assemblies for Metal Plate Connected Wood Truss Structural Floor and Roof Framing Systems.
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This presentation provides information and analysis of fire retardant-treated wood and metal plate connected wood truss designs.
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Addressing Product Innovation, Code Approval and Professional Engineering
The “alternative materials, designs or methods of construction,” found in the building code are often misunderstood, leading to the statement: “I need an ICC report.”
While the perception of floor vibrations is subjective from one person to the next, overall floor systems which exhibit lower deflections and less acceleration from vibration sources tend to be perceived better than other designs. To accomplish this, the designer may elect to do one or a combination of things, covered in this report.
Many factors go into classifying buildings. Each type will have different allowable height, allowable number of stories and allowable area limitations based on the classification. This report will focus on Type III-A building construction using fire retardant treated wood (FRTW).
2015 International Building Code, Chapter 1 Scope and Administration, Section 104 Duties and Powers of Building Official
[A] 104.11 Alternative materials, design and methods of construction and equipment.
2015 International Building Code, Chapter 1 Scope and Administration, Section 104 Duties and Powers of Building Official
[A] 104.11 Alternative materials, design and methods of construction and equipment.
Chapter 17 Special Inspections and Tests, SECTION 1703 APPROVALS
SECTION 1703 APPROVALS
1703.1 Approved agency. An approved agency shall provide all information as necessary for the building official to determine that the agency meets the applicable requirements specified in Sections 1703.1.1 through 1703.1.3.
Chapter 17 Special Inspections and Tests, SECTION 1703 APPROVALS
1703.4.2 Research reports.
Supporting data, where necessary to assist in the approval of products, materials or assemblies not specifically provided for in this code, shall consist of valid research reports from approved sources.
Addressing Product Innovation, Code Approval and Professional Engineering
The “alternative materials, designs or methods of construction,” found in the building code are often misunderstood, leading to the statement: “I need an ICC report.”
Code compliant use of Metal Plate Connected Wood Trusses (MPCWT) to support brick veneer can be accomplished by both individual designs and by adhering to the recommendations that follow within this report. This discussion focuses on a common use of MPCWT’s; the gable end at the transition from a wider section of a building to a narrower section.
This presentation provides information on truss submittal packages.
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There are circumstances when the deflection requirements for a specific structure that utilizes floor trusses as structural members are questioned. The current residential and commercial building codes provide minimum design requirements for loads and for deflection of structural floor members, which also apply to floor trusses. The building designer may specify more stringent requirements. This research report will focus on manufacturer or trade association deflection requirements for a number of floor topping/covering related products
The capacity of a ribbon board and its system through the composite of the ribbon board, floor sheathing and bottom plate of the wall has not been ascertained. In order to provide better guidance, a series of tests were conducted in order to determine the capacity of the ribbon board system.
Component manufacturers who dedicate time and effort into developing a systematic, ongoing process for outreach and recruitment insist it’s more than worth the investment! While there isn’t one right way to find, assess, and grow new talent, read about approaches to workforce development.