Innovations in Heavy Timber Construction • © 2011 Woodworks
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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 ........................................................................................................ -
½” (12Mm) HDF CORE Engineered Tongue & Groove INSTALLATION
wood flooring C. SUBFLOOR TYPES AND CONDITIONS ypes efer to NWFA Installation Guidelines, Section II for ubfloor nformation xposure plywood minimum thick olid board x wide square edge kiln dried xposure minimum thick oncrete efer to NWFA Installation Guidelines, Section II, Chapter 5 & 6 article board is an approved subfloor for nail down or glue down applications inimum lywood ub flooring equirements x sheets of grade underlayment with a maximum on center joist construction f joist system is spaced over on center an additional layer of ½” (12mm) HDF CORE lywood underlayment laid diagonal or perpendicular will be required Engineered Tongue & Groove inimum specified materials at maximum span and spacing may result in movement gaps and noises he subfloor must be clean dry and flat to within per radius f necessary sand or plane high INSTALLATION GUIDELINES spots and fill low areas using a cement based patchingleveling compound ecure any loose boards or panels to prevent squeaking he surface temperature of the subfloor at time of installation should be at Float/Glue down/Nail or Staple least but never exceed Asbestos Warning Please read all installation guidelines o not sand existing resilient tile sheet flooring backing or felt linings as these products may contain asbestos fibers that are not easily identified he inhalation of asbestos dust can cause asbestosis or other before proceeding with installation serious bodily harm heck with local state and federal laws for handling hazardous material prior to attempting the removal of these floor A. INSTALLER/OWNER RESPONSIBILITY - IMPORTANT amage due to moisture issues is not a product failure and is not covered by our warranty Inspect all ooring material carefully for correct product and visible defects BEFORE INSTALLATION. -
End-Match-White-Paper-1.Pdf
END-MATCHED VS. NON-END-MATCHED THE BUILDER’S CHOICE End-matching has been around for well over two decades in the manufacturing of wood siding, paneling and looring. This process has been shown to signiicantly decrease waste and labor, which make installation simpler and more eficient. However, builders are not easily convinced to move away from their tried and tested ways. This paper seeks to irst outline and respond to the main concerns from builders who have traditionally used non-end- matched products, secondly to outline the key beneits of end-matched products, and thirdly to provide testimonials from builders who have taken the leap. What are builders concerned about when they see, for example, 3”x8” Hand Hewn end-matched End-matched is a term that describes siding — random lengths 2’ to 8’? the process of double-end trimming The irst concern is often directed to the 2 to 8 foot tally. This can of wood siding, paneling or looring be mind boggling when you are used to 12 to 16 foot lengths. pieces, and precision milling a tongue- How do I cover the long sections? Where do I use all the small and-groove on the plank ends. pieces? Will there be numerous visible seams? What will that look like? Does it create any problems? Will I still need to make cuts? How much waste factor do we need to account for? Will it end up as being more work? Builders’ main concerns can be boiled down to the following points: • Tally and use of different lengths • Appearance • Waste • Workload These concerns can all be easily addressed — and will be as you read on! WWW.HEARTWOODMILLS.COM | 888.829.5909 1 How does end-matching change the build process? The most signiicant change for a builder is that end-matched paneling or siding no longer needs to butt on a stud. -
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. -
Timberpeg.Com ®
7759_01.qxd 6/19/07 3:26 PM Page 1 06 13 23/TIM BuyLine 7759 ® timberpeg.com 7759_02.qxd 6/19/07 3:28 PM Page 2 ® PROJECT: HERMITS OF CARMEL ARCHITECT: EDWARD S. MILLER, AIA imberpeg® is a national company with four sales offices and Independent Representatives across the United TStates. No matter where you are located, local technical assistance is only a phone call away. Since 1974 Timberpeg® has been offering timber framing solutions to architects, designers, builders and individuals. Over the years we have designed and produced thousands of true mortise and tenon timber framed structures for satisfied customers. We look forward to working with architects on their projects, whether residential or commercial. In fact, dozens of architects have chosen the TIMBERPEG® brand for their own homes. Timberpeg® uses the highest quality components available, including Select Structural grade Douglas fir and eastern white pine timbers. We precut traditional mortise and tenon frames, and ship them with the exterior building shell components to sites across the country and abroad. The Timberpeg® package includes structural insulated panels (SIPs) for the wall enclosure and features our vented “Wrap & Strap” system with tongue and groove panels for the roof enclosure. (SIPs as a roof enclosure and “Wrap & Strap” as a wall enclosure are available upon request but are not considered part of the standard Timberpeg® package.) Timberpeg® has a modular framing system, but also produces many custom frames, bent-style structures and trusses. In fact, our framing solutions are only limited by the capacity of the timber and your imagination. -
Wood Products Brochure
Decoustics® Wood Project: Bank of America Architect: Gensler Location: New York, USA Product: Quadrillo® Decoustics Wood Ceiling and Wall Systems Enhancing any space with the natural beauty of wood has never been easier with Decoustics’ line of premium acoustical wood ceiling and wall products. From the premium Quadrillo® panels to the simple lines of Linear Wood and Grille, Decoustics has a solution for any room situation. Architects and designers rely on Decoustics’ ability to manufacture products which meet the highest of standards, ensuring that their designs match their visions. Environmental Commitment By using natural wood veneers with a Medium Density no-added formaldehyde (MDF) core instead of solid wood, Decoustics provides more sustainable product with better dimensional stability. Decoustics uses low VOC emitting cores and lacquers for improved indoor air quality. Decoustics is Green Circle Certified and is Forest Stewardship Council® (FSC®) certified by the Rainforest Alliance. Decoustics is Forest LUTION SO LE ® B A Stewardship Council N I A ® T S (FSC ) certified by the U S T A N Rainforest Alliance. E T N O C ® D LE RECYC Project: Summit Partners Architect: Gensler Location: Massachusetts, USA Photo by Neil Alexander© Product: Quadrillo® (Painted White) 2 Project: Eaton Corporation Headquarters Architect: Pickard Chilton Architects, Inc. Location: Ohio, USA Product: ForiTM Perforated Wood Panels Quadrillo® A sandwich panel with an absorptive acoustical core within an engineered composite wood frame. Two cross-directional layers of v-grooved veneer make the panels highly absorptive with minimal visual perforation. Solo-M A grooved panel with a composite wood core. ForiTM Acoustical perforated wood panels with perforations 1/16" (1.6mm) and spaced 5/6" (8mm) apart. -
View the Door Catalog
Roy’s Wood Products OVER 45 YEARS OF CUSTOM WOODWORKING A passion for quality and almost 50 years of custom woodworking drives Roy’s Wood Products, RWP, to manufacture some of the best wood products in the industry. Our grandfather Roy Brazell, Sr., after serving in WWII, started building cabinets and other products for local craftsmen and contractors. His son, Roy Brazell, Jr. continued to grow the business by focusing on what the customer needed and working hard for timely delivery. As a result of hard work, attention to quality, and the blessings of our Lord and Savior Jesus Christ, RWP has grown into what it is today. We are looking forward to providing you with the custom cabinet doors, custom mouldings, hardwood flooring or any other products you might find in the pages of this catalog. Thank you for your business. Cherry Roman Eyebrow Roman Arch Square Raised Panel DFT-01-202-110 011-01-202-110 005-01-202-110 003-01-202-110 401-00-000-110 402-00-000-110 Maple Double American American Arch Square Raised Panel DFT-03-203-113 015-03-203-113 010-03-203-113 003-03-203-113 401-00-000-113 403-00-000-113 Hickory PICTURED: Cathedral Eyebrow Cathedral Arch Square Raised Panel DFT-01-209-109 Square Raised Panel Door 003-01-202-110 008-01-209-109 004-01-209-109 003-01-209-109 401-00-000-109 Solid Raised Panel Drawer Front 502-00-000-110 509-00-000-109 In Cherry with stain 4 5 Birch DFT-01-FPL-110 Glass Four Lite Flat Roman Classic Flat 409-00-000-110 003-03-G04-111 905-01-FPL-110 903-01-FPL-110 401-00-000-110 Knotty Pine DFT-03-FPL-107 Flat -
Planing and Profiling
Anpassung der Rückenstärke für Druck noch nicht ausgeführt Planing and profiling Leitz Lexicon Edition 7 Version 2 Explanation of abbreviations A = dimension A LH = left hand rotation ae = cutting thickness (radial) ap = cutting depth (axial) M = metric thread ABM = dimension MBM = minimum order quantity APL = panel raising length MC = multi-purpose steel, coated APT = panel raising depth MD = thickness of knife AL = working length min-1 = revolutions per minute (RPM) AM = number of knives MK = morse taper AS = anti sound (low noise design) m min-1 = metres per minute m s-1 = metres per second b = overhang B = width n = RPM BDD = thickness of shoulder nmax. = maximum permissible RPM BEM = note NAL = position of hub BEZ = description ND = thickness of hub BH = tipping height NH = zero height BO = bore diameter NL = cutting length NLA = pinhole dimensions CNC = Computerized Numerical Control NT = grooving depth d = diameter P = profile D = cutting circle diameter POS = cutter position D0 = zero diameter PT = profile depth DA = outside Diameter PG = profile group DB = diameter of shoulder DFC = Dust Flow Control (optimised chip clearance) QAL = cutting material quality DGL = number of links DIK = thickness R = radius DKN = double keyway RD = right hand twist DP = polycrystalline diamond RH = right hand rotation DRI = rotation RP = radius of cutter FAB = width of rebate S = shank dimension FAT = depth of rebate SB = cutting width FAW = bevel angle SET = set FLD = flange diameter SLB = slotting width fz = tooth feed SLL = slotting length fz eff = effective tooth feed SLT = slotting depth SP = tool steel GEW = thread ST = Cobalt-basis cast alloys, GL = total length e.g. -
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. -
How to Install Cedar Siding
Congratulations on your choice of Western Red Cedar siding. Western Red Cedar is one of the world’s premier quality woods noted for its appearance, durability, light weight, insulation value and dimensional stability. It will provide your home with character and a distinction that other sidings cannot match. Properly installed and finished, it will provide years of low INTRODUCTION maintenance performance. Before beginning your siding project read this brochure thoroughly – it contains useful information to ensure the siding is installed correctly and will perform as intended. This brochure is organized into three sections. Section I. Before You Start deals with numerous considerations which you should be aware of before you start installing Western Red Cedar Siding. Section II. Outlines proper installation techniques. Section III. Provides a list of industry best practices for Western Red Cedar siding installation. Note that these are general guidelines that are minimum standards to be followed with confidence in most areas. However, severe local climatic conditions such as extreme heat and dryness; high winds; seacoast exposure; and, areas with wide climatic swings may necessitate additional provisions for the installation of the siding. Your national and local building code requirements always supersede these instructions. A detailed siding installation DVD is available from the WRCLA. Call 1-866-778-9096 for a copy. 2 SECTION I BEFORE YOU START 1. INSPECT MATERIAL Always purchase recognized grades such as those from WRCLA members and ensure you understand the grade of material you’ve purchased. Grades are designed for specific appearances and uses. Before installing, be sure the siding you’ve selected meets your requirements. -
Mechanical Performance of Mortise and Tenon Joints Pre-Reinforced With
Wu et al. J Wood Sci (2019) 65:38 https://doi.org/10.1186/s10086-019-1816-2 Journal of Wood Science ORIGINAL ARTICLE Open Access Mechanical performance of mortise and tenon joints pre-reinforced with slot-in bamboo scrimber plates Guofang Wu1,2, Meng Gong3, Yingchun Gong1,2, Haiqing Ren1,2 and Yong Zhong1,2* Abstract This study was aimed at examining the mechanical performance of mortise and tenon joints reinforced with slot-in bamboo scrimber plates. 27 full-scale specimens were manufactured with engineered wood and bamboo products using computer numerically controlled (CNC) technology, then they were tested under monotonic loading. The initial stifness and moment carrying capacity of joints with diferent reinforcing confgurations were obtained from the established moment–rotational angle relationships. It was found that the initial stifness of the reinforced mortise and tenon joints increased by 11.4 to 91.8% and the moment carrying capacity increased by 13.5 to 41.7%, respectively. The total width and grain orientation of the reinforcing plates had signifcant infuence on the mechanical perfor- mance of the mortise and tenon joints. Fastening the plates to tenon with dowels was benefcial to the mechanical performance of the joints. The embedment length and adhesive type had no signifcant infuence to the structural performance of the joints. This study demonstrated the feasibility of pre-reinforcing mortise and tenon joints in new timber construction, and could assist to promote the application of mortise and tenon joints in modern timber structures. Keywords: Mortise and tenon joint, Pre-reinforcement, Mechanical performance, Bamboo scrimber, Beam to column connection Introduction However, with the development of computer numerically A mortise and tenon joint consists of a tongue that controlled (CNC) manufacturing technology in the late inserts into a mortise cut in the mating piece of timber. -
Pantorouter How-To Guide
How-To Guide Mortise & Tenon, Box Joints Dovetails, and Much More! Copyright December 2020 - WoodCraft Solutions LLC Imported and Distributed in North and South America, New Zealand and Australia by WoodCraft Solutions LLC www.PantoRouter.com [email protected] +1-877-333-7150 Safety: Woodworking is inherently dangerous. There are hazards inherent to using the PantoRouterTM and many oth- er tools in the shop, whether operated by hand or electric power. Some of these hazards are discussed below. Use common sense when operating the PantoRouterTM and all woodworking tools, and use this tool in accor- dance with the instructions. You are responsible for your own safety. Read and understand the Assembly Guide, the How-To Guide and the Warning Label on the PantoRouterTM. Failure to follow instructions or heed warnings may result in electric shock, fire, serious personal injury or property damage. Save these instructions and refer to them whenever necessary. Warning: This product can expose you to chemicals including wood dust, which is known to the State of California to cause cancer. The exposure can come from drilling, sawing, sanding or machining wood prod- ucts. For more information go to wwwP65Warnings.ca.gov/wood. In addition, some types of dust created by sawing, sanding, grinding, milling, drilling and other construction and woodworking activities also contain chemicals known to cause cancer, birth defects or other reproductive harm. In addition, wood dust has been listed as a known human carcinogen by the U.S. government. The risk from exposure to these chemicals and to dust varies depending on how often you do this type of work.