TIMBER FRAMING JOURNAL of the TIMBER FRAMERS GUILD Number 69, September 2003
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TFEC 1-2019 Standard for Design of Timber Frame Structures And
TFEC 1-2019 Standard for Design of Timber Frame Structures and Commentary TFEC 1-2019 Standard Page 1 January 2019 TFEC 1-2019 Standard for Design of Timber Frame Structures and Commentary Timber Frame Engineering Council Technical Activities Committee (TFEC-TAC) Contributing Authors: Jim DeStefano Jeff Hershberger Tanya Luthi Jaret Lynch Tom Nehil Dick Schmidt, Chair Rick Way Copyright © 2019, All rights reserved. Timber Framers Guild 1106 Harris Avenue, Suite 303 Bellingham, WA 98225 TFEC 1-2019 Standard Page 2 January 2019 Table of Contents 1.0 General Requirements for Structural Design and Construction .......................................6 1.1 Applicability and Scope ........................................................................................ 6 1.2 Liability ................................................................................................................. 6 1.3 General Requirements ........................................................................................... 7 1.3.1 Strength ........................................................................................................... 7 1.3.2 Serviceability ................................................................................................... 7 1.3.3 General Structural Integrity ............................................................................. 7 1.3.4 Conformance with Standards .......................................................................... 7 1.4 Design Loads ........................................................................................................ -
Innovations in Heavy Timber Construction • © 2011 Woodworks
I NNOVAT I ONS I N T I MBER C ONSTRU C T I ON eavy timber construction—used for hundreds of years around the world—successfully combines the Combining beauty of exposed wood with the strength and fire the Beauty Hresistance of heavy timber. The traditional techniques used in ancient churches and temples, with their of Timber high-vaulted ceilings, sweeping curves and enduring strength, still influence today’s structures. The hallmarks of heavy timber—prominent wood beams and timbers—now also include elegant, leaner framing that celebrates the with Modern expression of structure with a natural material. A visual emphasis on beams, purlins and connections lends character and a powerful aesthetic sense Construction of strength. Historically a handcrafted skill of mortise and tenon joinery, heavy timber construction has been modernized by tools such as CNC machines, high- strength engineered wood products, and mass-production techniques. A growing environmental awareness that recognizes wood as the only renewable and sustainable structural building material is also invigorating this type of construction. Heavy timbers are differentiated from dimensional lumber by having minimum dimensions required by the building code. Modern versions include sawn stress-grade lumber, timber tongue and groove decking, glued-laminated timber (glulam), parallel strand lumber (PSL), laminated veneer lumber (LVL) and cross laminated timber (CLT). Structural laminated products can be used as solid walls, floors and columns to construct an entire building. Modern heavy timber construction contributes to the appeal, comfort, structural durability and longevity of schools, churches, large-span recreation centers, mid-rise/multi-family housing and supermarkets, among many other buildings. -
18Th Annual Eastern Conference of the Timber Framers Guild
Timber Framers Guild 18th Annual Eastern Conference November 14–17, 2002, Burlington, Vermont The Timber Framer’s Panel Company www.foardpanel.com P.O. Box 185, West Chesterfield, NH 03466 ● 603-256-8800 ● [email protected] Contents FRANK BAKER Healthy Businesses. 3 BRUCE BEEKEN Furniture from the Forest . 4 BEN BRUNGRABER AND GRIGG MULLEN Engineering Day to Day ENGINEERING TRACK . 6 BEN BRUNGRABER AND DICK SCHMIDT Codes: the Practical and the Possible ENGINEERING TRACK . 8 RUDY CHRISTIAN Understanding and Using Square Rule Layout WORKSHOP . 13 RICHARD CORMIER Chip Carving PRE-CONFERENCE WORKSHOP . 14 DAVID FISCHETTI AND ED LEVIN Historical Forms ENGINEERING TRACK . 15 ANDERS FROSTRUP Is Big Best or Beautiful? . 19 ANDERS FROSTRUP Stave Churches . 21 SIMON GNEHM The Swiss Carpenter Apprenticeship . 22 JOE HOWARD Radio Frequency Vacuum Drying of Large Timber: an Overview . 24 JOSH JACKSON Plumb Line and Bubble Scribing DEMONSTRATION . 26 LES JOZSA Wood Morphology Related to Log Quality. 28 MICHELLE KANTOR Construction Law and Contract Management: Know your Risks. 30 WITOLD KARWOWSKI Annihilated Heritage . 31 STEVE LAWRENCE, GORDON MACDONALD, AND JAIME WARD Penguins in Bondage DEMO 33 ED LEVIN AND DICK SCHMIDT Pity the Poor Rafter Pair ENGINEERING TRACK . 35 MATTHYS LEVY Why Buildings Don’t Fall Down FEATURED SPEAKER . 37 JAN LEWANDOSKI Vernacular Wooden Roof Trusses: Form and Repair . 38 GORDON MACDONALD Building a Ballista for the BBC . 39 CURTIS MILTON ET AL Math Wizards OPEN ASSISTANCE . 40 HARRELSON STANLEY Efficient Tool Sharpening for Professionals DEMONSTRATION . 42 THOMAS VISSER Historic Barns: Preserving a Threatened Heritage FEATURED SPEAKER . 44 Cover illustration of the Norwell Crane by Barbara Cahill. -
Designing for Durability CONTINUING EDUCATION Strategies for Achieving Maximum Durability with Wood-Frame Construction Sponsored by Rethink Wood
EDUCATIONAL-ADVERTISEMENT Designing for Durability EDUCATION CONTINUING Strategies for achieving maximum durability with wood-frame construction Sponsored by reThink Wood rchitects specify wood for many Examples of wood buildings that have (glulam), cross laminated timber (CLT), and reasons, including cost, ease and stood for centuries exist all over the world, nail-laminated timber, along with a variety A efficiency of construction, design including the Horyu-ji temple in Ikaruga, of structural composite lumber products, are versatility, and sustainability—as well as Japan, built in the eighth century, stave enabling increased dimensional stability and its beauty and the innate appeal of nature churches in Norway, including one in Urnes strength, and greater long-span capabilities. and natural materials. Innovative new built in 1150, and many more. Today, wood These innovations are leading to taller, technologies and building systems are also is being used in a wider range of buildings highly innovative wood buildings. Examples leading to the increased use of wood as a than would have been possible even 20 years include (among others) a 10-story CLT structural material, not only in houses, ago. Next-generation lumber and mass timber apartment building in Australia, a 14-story schools, and other traditional applications, products, such as glue-laminated timber timber-frame apartment in Norway, but in larger, taller, and more visionary wood buildings. But even as the use of wood is expanding, one significant characteristic of wood buildings is often underestimated: their durability. Misperceptions still exist that buildings made of materials such as concrete or steel last longer than buildings made of wood. -
Platform Frame Construction (Part 2)
STRUCTURAL TIMBER 4 ENGINEERING BULLETIN Timber frame structures – platform frame construction (part 2) Introduction Horizontal diaphragms and bracing In Timber Engineering Bulletin No. 3 (part 1 in this sub-series on platform Horizontal diaphragms in platform frame buildings are provided by the frame construction), the composition and terminology used for platform intermediate floors (with a wood-based subdeck material fixed directly to the timber frame building structures, and the structural engineering checks which joists) and the roof structure (with either a wood-based ‘sarking’ board or are required to verify the adequacy of the vertical load paths and the strength discrete diagonal bracing members) (Figure 3). These horizontal structural and stiff ness of the individual framing members, was introduced. diaphragms transfer horizontal loads acting on the building to the foundations by means of their connections to the wall panels (or vertical diaphragms). This Timber Engineering Bulletin introduces the engineering checks for overall building stability and the stability checks required for the wall diaphragms which provide shear (or racking) resistance to a platform timber frame structure. Robustness and disproportionate collapse design considerations for platform timber frame buildings are addressed in part 3 of this sub-series. Overall stability To achieve its stability, platform timber frame construction relies on the diaphragm action of floor structures to transfer horizontal forces to a distributed arrangement of loadbearing walls. The load bearing walls provide both vertical support and horizontal racking and shear resistance. Due to the presence of open-plan or asymmetric layouts or the occurrence of large openings in loadbearing walls, it may be necessary to provide other means of providing stability to the building, for example by the use of ‘portalised’ or ‘rigid’ frames or discrete braced bays as indicated in Figure 1. -
SUMMER 1993 PAGE THREE in 1926, Powers a Saw Mill, a Woodworking Shop, and a Feed E.A.I.A
THE MILL Sawyers and Millwrights AT LEDYARD, of Saugerties, New York CONNECTICUT I n response to my request for information on up-and.-down sawmills, a friend in Albany county, New York, sent a draw ing of a blade he had document ed on a mill at Kent, Connecti cut, and a letter telling of anot-her vertical mill he had discovered in Ledyard, Connect icut. He had visited the Led yard site in July but it was not in operation because the water in the millpond was low. He planned to go back in April or May of this year when the mill would De working and open to the public. In early May I called the number he had given me and was told b,y Ruth Dyer, one of the volunteers at the site, that the mill had just suffered a major breakdown. The men who O1arlie i:nd Michael Rothe TrainiQ9 Their Tean, Michael operate and maintain it were keeps six Belgian hOrses for logglng. They are ideal for working on the problem but were selective harvesting and do less dcmage to the forest than not sure when it would be oper modern diesel equipment, (Photo by P.Sinclair) ational. I told her I would come anyway. Afterall, mainte nance and repair are important aspects of a water mill. Ithough little remains in the vritten record, some Ledyard, Connecticut, is A a hilly township a few miles believed there was a sawmill in the mid-Hudson Valley at from the states southern coast the present town of Saugerties, New York, before the area It lies in the watershed of the was formally settled in the 168Os. -
Structural Design of Mass Timber Framing Systems
structural design of mass timber framing systems Bay Area Ian Boyle, P.E., S.E., P.Eng., Struct.Eng. November 7, design symposium fast +epp 2018 Disclaimer: This presentation was developed by a third party and is not funded by WoodWorks or the Softwood Lumber Board “The Wood Products Council” is a This course is registered with AIA Registered Provider with The CES for continuing professional American Institute of Architects education. As such, it does not Continuing Education Systems include content that may be (AIA/CES), Provider #G516. deemed or construed to be an approval or endorsement by the AIA of any material of construction Credit(s) earned on completion of this course will be reported to AIA or any method or manner of handling, using, distributing, or CES for AIA members. Certificates of Completion for both AIA dealing in any material or product. members and non-AIA members are available upon request. Mass timber structural framing systems have high strength-to-weight ratios, are dimensionally stable, and are quickly becoming systems of choice for sustainably minded designers. This presentation will provide a detailed look at the structural design processes associated with a variety of mass timber products, including glued-laminated timber (glulam), cross-laminated timber (CLT), and nail- laminated timber (NLT). Applications for the use of these products in gravity force-resisting systems under modern building codes will be discussed. Other technical topics will include use of mass timber panels as two-way spanning slabs, connection options and design considerations, and detailing and construction best practices. course description At the end of this course, participants will be able to: 1. -
H1.2 FRAMING TIMBER TREATMENT a Single, Boron-Based Treatment Class, H1.2, May Now Be Used for Almost All Enclosed Timber Framing
BUILD RIGHT H1.2 FRAMING TIMBER TREATMENT A single, boron-based treatment class, H1.2, may now be used for almost all enclosed timber framing. This has simplified framing timber, but have treatment processes or on-site handling changed? By Alide Elkink, Freelance Technical Writer, Wellington simplified timber treatment system for framing was introduced in Look for the pink timber and brand April 2011 under Amendment 7 to the Building Code Acceptable NZS 3640 requires treated timber to be identified either by end tag (a burn Solution B2/AS1. This followed research and consultation and brand or tag at the timber ends) or by strip branding (along the timber edge A was based on several premises, including: or face) or packet branding. The branding must include the plant treatment ❚ simplification of treated timber identification and use on site number, the preservative number and the hazard class (see Figure 1). ❚ the relative safety of handling treated timber As end brands are often cut off during the construction, a secondary ❚ the treatment must remain effective after being rain wet for reasonable means of treatment identification is colour-coding. H1.2 boron-treated periods of time timber is colour-coded pink – the same as previously. ❚ the treatment must be reasonably priced. In the future, an audit stamp to indicate that the treatment and testing Since 1 July 2011, only B2/AS1 with Amendment 7 incorporated may process has been independently audited may also be included in the be used. timber identification information. Only boron treatment for H1.2 framing now Protection effective but minimise rain wetting The B2/AS1 Amendment 7 modified the requirements of NZS 3640:2003 Boric-treated timber has been used for many years and has proven to Chemical preservation of round and sawn timber and NZS 3602:2003 provide effective insecticide and fungicide protection while having low Timber and wood-based products for use in building. -
Mass Timber Construction
Please add relevant logo here Mass Timber Construction: Products, Performance and Design This course is registered with AIA “The Wood Products Council” is a CES for continuing professional Registered Provider with The education. As such, it does not American Institute of Architects include content that may be Continuing Education Systems deemed or construed to be an (AIA/CES), Provider #G516. approval or endorsement by the AIA of any material of construction or any method or Credit(s) earned on completion of manner of this course will be reported to AIA handling, using, distributing, or CES for AIA members. Certificates dealing in any material or of Completion for both AIA product. members and non-AIA members ______________________________ are available upon request. Questions related to specific materials, methods, and services will be addressed at the conclusion of this presentation. Course Description Due to their high strength, dimensional stability and positive environmental performance, mass timber building products are quickly becoming materials of choice for sustainably-minded designers. This presentation will provide a detailed look at the variety of mass timber products available, including glue-laminated timber (glulam), cross laminated timber (CLT), nail laminated timber (NLT), heavy timber decking, and other engineered and composite systems. Applications for the use of these products under modern building codes will be discussed, and examples of their use in U.S. projects reviewed. Mass timber’s ability to act as both structure and exposed finish will also be highlighted, as will its performance as part of an assembly, considering design objectives related to structural performance, fire resistance, acoustics, and energy efficiency. -
Of!Small Diameter Roundwood ! In!Residential Construction!
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Framing the Cabildo Roof Livestock .Heritage
-_.-.,~ A Quarterl Journal of Historical Preservation Volume 2, Number 2 Preserving American Framing the Cabildo Roof Livestock .Heritage Aound the world the extinction ofspecies proceeds at an alarming rate as deforestation, agricultural development, human population expansion and ecologi cal degridation continue. Even the farm yards, pasturesandfields ofNorthAmerica no longer support the diverse livestock breeds of 50 to 100 years ago. About fifteen years ago, agricultural historians in Massachusetts who had rec reated early agricultural habitats at Old Sturbridge Village and Plymoth Planta tion were hard pressed to find authentic livestock to stock their recreations. The American Minor Breeds Conservancy (AMBC) was conceived out ofthe recogni tion of a need to preserve the vanishing American livestock diversity. In this short time AMBC has grown rapidly to become The Cabildo, Jackson Square, New Orleans, Louisiana, as itappearedbeforethe 1988fire. Photocourtesy active throughut America and has begun ofKoch & Wilson Architects, New Orleans. to go worldwide in efforts to preserve en dangered breeds. "The procedures ofFrench scribe layout could not be more unlike the square rule In 1985 AMBC began a comprehen practice used today in most American shops. Where modern American timber framing is sive list of American livestock breeds to a patchwork quilt oftradition and invention. French scribe is a tapestry, a whole piece of identify those which are in danger of ex cloth woven over centuries ofcontinuous practice." tinction. Aftercareful considerationofcen sus results, the following definitions have -Ed Levin, Timber Framing, 1992 been developed. RARE ... Cattle and horse breeds with less than 200 registrations per year. About 150yemagoiu muoh ofAmeri..a new""ternoftimberframing'alled Sheep, goat, and pigbreeds with less than square rule replaced the older European method known as scribe rule. -
Lvl Framing Technical Data Sheet
LVL FRAMING TECHNICAL DATA SHEET NPIL/JULY2017 An Introduction to NelsonPine LVL NelsonPine Laminated Veneer Lumber (LVL) is a Environmental Benefits of NelsonPine LVL structural engineered wood product manufactured Framing from rotary peeled veneers, assembled with NelsonPine LVL is produced in a modern parallel grain orientation and bonded with an technologically advanced manufacturing plant exterior structural adhesive. which has strict environmental controls on LVL is built up with a specific sequence of plant and product emissions. Burning of wood structurally graded veneer sheets resulting in a waste generated at Nelson Pine provides most finished product that has less variability, a higher of the on-site thermal energy requirements strength:stiffness ratio and more predictable making the manufacture of NelsonPine LVL performance than sawn timber. greenhouse neutral. Timber construction has been internationally accepted as an “environmentally The continuous press system used in the responsible” choice, when compared to alternative manufacture of NelsonPine LVL means that deeper materials such as steel, concrete or aluminium. and longer product dimensions are available in LVL than in sawn timber, whilst using a similar log • NelsonPine LVL is manufactured from locally specification as the raw material. grown renewable plantation radiata pine. • NelsonPine LVL is Forestry Stewardship Council (FSC) certified. Advantages of NelsonPine LVL Framing • Nelson Pine Industries Ltd is accredited by NelsonPine LVL is an excellent alternative to Telarc with ISO 14001 Environmental conventional sawn timber or cold rolled steel Management Certification. framing. LVL is manufactured to achieve consistent strength, stiffness and stability. • NelsonPine LVL is straight and less prone to Quality Systems at Nelson Pine Industries Ltd distortion than sawn timber.