TFG Glossary of Terms 2015
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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 ........................................................................................................ -
Midwest Flow Fest Workshop Descriptions!
Ping Tom Memorial Park Chicago, IL Saturday, September 9 Area 1 Area 2 Area 3 Area 4 FREE! Intro Contact Mini Hoop Technicality VTG 1:1 with Fans Tutting for Flow Art- 11am Jay Jay Kassandra Morrison Jessica Mardini Dushwam Fancy Feet FREE! Poi Basics Performance 101 No Beat Tosses 12:30pm Perkulator Jessie Wags Matt O’Daniel Zack Lyttle FREE! Intro to Fans Better Body Rolls Clowning Around Down & Dirty- 2pm Jessica Mardini Jacquie Tar-foot Jared the Juggler Groundwork- Jay Jay Acro Staff 101 Buugeng Fundamentals Modern Dance Hoop Flowers Shapes & Hand 3:30pm Admiral J Brown Kimberly Bucki FREE! Fearless Ringleader Paths- Dushwam Inclusive Community Swap Tosses 3 Hoop Manipulation Tosses with Doubles 5pm Jessica Mardini FREE! Zack Lyttle Kassandra Morrison Exuro 6:30pm MidWest Flow Fest Instructor Showcase Sunday, September 10 Area 1 Area 2 Area 3 Area 4 Contact Poi 1- Intro Intro to Circle Juggle Beginner Pole Basics Making Organic 11am Matt O’Daniel FREE! Juan Guardiola Alice Wonder Sequences - Exuro Intermediate Buugeng FREE! HoopDance 101 Contact Poi 2- Full Performance Pro Tips 12:30pm Kimberly Buck Casandra Tanenbaum Contact- Matt O’Daniel Fearless Ringleader FREE! Body Balance Row Pray Fishtails Lazy Hooping Juggling 5 Ball 2pm Jacqui Tar-Foot Admiral J Brown Perkulator Jared the Juggler 3:30pm Body Roll Play FREE! Fundamentals: Admiral’s Way Contact Your Prop, Your Kassandra Morrison Reels- Dushwam Admiral J Brown Dance- Jessie Wags 5pm FREE! Cultivating Continuous Poi Tosses Flow Style & Personality Musicality in Motion Community- Exuro Juan Guardiola Casandra Tanenbaum Jacquie Tar-Foot 6:30pm MidWest Flow Fest Jam! poi dance/aerial staff any/all props juggling/other hoop Sponsored By: Admiral J. -
Use of Wood Residue in Making Reconstituted Board Products
University of Montana ScholarWorks at University of Montana Graduate Student Theses, Dissertations, & Professional Papers Graduate School 1959 Use of wood residue in making reconstituted board products Suthi Harnsongkram The University of Montana Follow this and additional works at: https://scholarworks.umt.edu/etd Let us know how access to this document benefits ou.y Recommended Citation Harnsongkram, Suthi, "Use of wood residue in making reconstituted board products" (1959). Graduate Student Theses, Dissertations, & Professional Papers. 3981. https://scholarworks.umt.edu/etd/3981 This Thesis is brought to you for free and open access by the Graduate School at ScholarWorks at University of Montana. It has been accepted for inclusion in Graduate Student Theses, Dissertations, & Professional Papers by an authorized administrator of ScholarWorks at University of Montana. For more information, please contact [email protected]. THE USE OF WOOD RESIDUE IN MAKING RECONSTITUTED BOMD HiODUCTS SUTHI HARNSOMJKRAM B.S.F., Unlveinsity of the Philippines, 1952 Presented in partial fulfillment of the requirements for the degree of Master of Forestry MONTANA STATE UNIVERSITY 1959 Approved Dean, Graduate School I 3 I960 Date UMI Number: EP34193 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent on the quality of the copy submitted. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. UMT " DlM«litionP«ibWfca ^ UMI EP34193 Copyright 2012 by ProQuest LLC. All rights reserved. This edition of the work is protected against unauthorized copying under Title 17, United States Code. -
Analysis and Strengthening of Carpentry Joints 1. Introduction 2
Generated by Foxit PDF Creator © Foxit Software Branco, J.M., Descamps, T., Analysis and strengthening http://www.foxitsoftware.comof carpentry joints. Construction andFor Buildingevaluation Materials only. (2015), 97: 34–47. http://dx.doi.org/10.1016/j.conbuildmat.2015.05.089 Analysis and strengthening of carpentry joints Jorge M. Branco Assistant Professor ISISE, Dept. Civil Eng., University of Minho Guimarães, Portugal Thierry Descamps Assistant Professor URBAINE, Dept. Structural Mech. and Civil Eng., University of Mons Mons, Belgium 1. Introduction Joints play a major role in the structural behaviour of old timber frames [1]. Current standards mainly focus on modern dowel-type joints and usually provide little guidance (with the exception of German and Swiss NAs) to designers regarding traditional joints. With few exceptions, see e.g. [2], [3], [4], most of the research undertaken today is mainly focused on the reinforcement of dowel-type connections. When considering old carpentry joints, it is neither realistic nor useful to try to describe the behaviour of each and every type of joint. The discussion here is not an extra attempt to classify or compare joint configurations [5], [6], [7]. Despite the existence of some classification rules which define different types of carpentry joints, their applicability becomes difficult. This is due to the differences in the way joints are fashioned depending, on the geographical location and their age. In view of this, it is mandatory to check the relevance of the calculations as a first step. This first step, to, is mandatory. A limited number of carpentry joints, along with some calculation rules and possible strengthening techniques are presented here. -
527 White Rose Lane Renovation
6 5 4 3 2 1 STANDARD ABBREVIATIONS SYMBOLOGY LEGEND 527 WHITE ROSE LANE RENOVATION & AND MTL METAL 1 @ AT FCU FAN COIL UNIT ADDM ADDENDUM FD FLOOR DRAIN NA NOT APPLICABLE 1 2 A7 -01 3 ELEVATION REFERENCE ADJ ADJUSTABLE FDN FOUNDATION NIC NOT IN CONTRACT A2 -01 AFF ABOVE FINISHED FLOOR FE FIRE EXTINGUISHER NO NUMBER AGG AGGREGATE FEC FIRE EXTINGUISHER CABINET NOM NOMINAL 4 2060 Craigshire Road BUILDING CODE INFORMATION GENERAL NOTES AHU AIR HANDLING UNIT FEP FINISH END PANEL NTS NOT TO SCALE EXTERIOR INTERIOR Saint Louis, MO 63146 ALT ALTERNATE FF&E FURNITURE, FIXTURE & EQUIPMENT T. 314.241.8188 PROJECT SUMMARY: 1. THE CONSTRUCTION DOCUMENTS HAVE BEEN CAREFULLY PREPARED BUT MAY NOT DEPICT ALUM ALUMINUM FFE FINISH FLOOR ELEVATION OC ON CENTER SIM F. 314.241.0125 PROJECT INCLUDES THE RENOVATION OF AN EXISTING SINGLE FAMILY EVERY CONDITION TO BE ENCOUNTERED. IT IS THEREFORE THE GENERAL CONTRACTOR & APPROX APPROXIMATE(LY) FG FIBERGLASS OD OUTSIDE DIAMETER ______1 BUILDING SECTION REFERENCE D RESIDENTIAL DWELLING, NEW CONSTRUCTION OF A TWO CAR GARAGE SUBCONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL CONDITIONS OF THE AFFECTED ARCH ARCHITECT FHCSK FLAT HEAD COUNTERSUNK OFF OFFICE A101 www.kai-db.com TO THE REAR OF THE EXISTING STRUCTURE, AND A COVERED WORK PRIOR TO SUBMITTING A BID. IF CONDITIONS DIFFER OR ADDITIONAL WORK IS REQUIRED ASPH ASPHALT FIN FINISH OH OPPOSITE HAND Missouri State Certificate of Authority #1234567 CONDITIONED CORRIDOR TO CONNECT THE TWO. BEYOND THAT STATED IN THE CONSTRUCTION DOCUMENTS IT IS THE CONTRACTORS AUTO AUTOMATIC FIXT FIXTURE OPNG OPENING SIM RESPONSIBILITY TO BRING SUCH MATTERS TO THE ATTENTION OF THE ARCHITECT IN A WALL SECTION REFERENCE APPLICABLE ST. -
Sealing Air Leaks and Adding Attic Insulation
For more information United States Office of Air and Radiation www.energystar.gov. Environmental (6202A) EPA 430-F-04-024 Protection Agency July 2016 Recycled/Recyclable – Printed with Vegetable Oil Based Inks on Recycled Paper (Minimum 50% Post-consumer Content) A DO-IT-YOURSELF GUIDE TO SEALING AND INSULATING WITH ENERGY STAR® SEALING AIR LEAKS AND ADDING ATTIC INSULATION CONTENTS Locating Air Leaks 1.2 Getting Started 1.4 Sealing Attic Air Leaks 1.6 Additional Sources of Air Leaks 2.1 Sealing Basement Air Leaks 3.1 Adding Attic Insulation 4.1 Sealing and Insulating your home is When you see products or services with ® one of the most cost-effective ways the ENERGY STAR label, you know they to make a home more comfortable meet strict energy efficiency guidelines and energy efficient—and you can set by the U.S. Environmental Protection do it yourself. Agency (EPA) and the U.S. Department of Energy (DOE). Since using less energy Use This Guide To: reduces greenhouse gas emissions and improves air quality, choosing ENERGY 1. Learn how to find and seal hidden STAR is one way you can do your part to attic and basement air leaks protect our planet for future generations. 2. Determine if your attic insulation is adequate, and learn how to For more information visit: add more www.energystar.gov. 3. Make sure your improvements The U.S. EPA wishes to thank The Family are done safely Handyman Magazine for their contribution 4. Reduce energy bills and help of photographs and content for this guide. -
Step 4. Roof-Bearing Assemblies
Step 4. Roof-Bearing Assemblies ilclcngCI First, to have previously selected, from a wide variety of options, the combination of roof-bearing assembly (RBA) and tie-down system that is "right" for you and for your design. Second, to get the segments of your RBA safely up onto the wall (unless you have chosen to create the RBA in place, on top of the wall) and to make strong connections where they meet. Third, to "tie" this assembly to the foundation in such a way that the maximum expected wind velocity (a.k.a. the design wind load) cannot turn the RBA/roof into an ILFO (identified low-flying object). Walk-Through Jt extend continuously around the structure. Every wall carrying any roof load will need an • During the process of finalizing your RBA, but modern roof designs for square and design and creating plans, you will have rectangular buildings very seldom bear on selected the type of RBA to be used. Among more than two of the four walls (assuming a the factors that can influence this decision square or rectangular building). Even so, one are: might still choose to have the RBA be a —whether the RBA will act as a lintel over continuous collar, in order to tie the whole openings; [This would allow you to use less building together. A rigid, continuous RBA wood in creating the nonbearing door and could also serve as the lintel over all door and window frames, but may bring you to use window openings in the building, thus more wood in the RBA itself. -
Physical Activity Resource Guide for Child Care Centres
Physical Activity Resource Guide for Child Care Centres 2009 C R E A T E D B Y : J O S É E D IGNARD AND D O M I N I C F ORTIN C H I L D R E N S E R V I C E S S EC TION Table of Contents Outline p. 3 Children’s Developmental Characteristics p. 4 - 6 Guideline for Adapting your Activities p. 7 Stretches for Warm ups and Cool downs p. 8 - 15 Warm ups and Cool downs Activities p. 16 - 22 Grouping of Children for Activities p. 23 - 24 Locomotors movements for Games and Activities p. 25 – 26 Games and Activities p. 27 - 71 Other Fun Games and Activities p. 72 -77 Walking Programs p. 78 - 79 Health and Well- Being Information p. 80 - 87 Reference & Resources p. 88 - 89 Josée & Dominic – Summer Physical Activity Programmers 2009 2 Outline of the Activities The activities provided in this guide include warm-ups, moderate to vigorous physical activity for limited spaces and outdoors, cool-downs, stretches and other fun ideas. These activities can be used throughout the year. Activities should be adapted for different age groups and suggestions are provided throughout the guide. Repetition of a physical activity five or six times during the course of a month, for example, will allow children to become familiar with the activity, and reduces the time required for instruction in the activity. As a result, children have more time to be physically active. Leaders can also create variations on the activities, and can also encourage kids to create their own variations. -
LP Solidstart LVL Technical Guide
U.S. Technical Guide L P S o l i d S t a r t LV L Technical Guide 2900Fb-2.0E Please verify availability with the LP SolidStart Engineered Wood Products distributor in your area prior to specifying these products. Introduction Designed to Outperform Traditional Lumber LP® SolidStart® Laminated Veneer Lumber (LVL) is a vast SOFTWARE FOR EASY, RELIABLE DESIGN improvement over traditional lumber. Problems that naturally occur as Our design/specification software enhances your in-house sawn lumber dries — twisting, splitting, checking, crowning and warping — design capabilities. It ofers accurate designs for a wide variety of are greatly reduced. applications with interfaces for printed output or plotted drawings. Through our distributors, we ofer component design review services THE STRENGTH IS IN THE ENGINEERING for designs using LP SolidStart Engineered Wood Products. LP SolidStart LVL is made from ultrasonically and visually graded veneers arranged in a specific pattern to maximize the strength and CODE EVALUATION stifness of the veneers and to disperse the naturally occurring LP SolidStart Laminated Veneer Lumber has been evaluated for characteristics of wood, such as knots, that can weaken a sawn lumber compliance with major US building codes. For the most current code beam. The veneers are then bonded with waterproof adhesives under reports, contact your LP SolidStart Engineered Wood Products pressure and heat. LP SolidStart LVL beams are exceptionally strong, distributor, visit LPCorp.com or for: solid and straight, making them excellent for most primary load- • ICC-ES evaluation report ESR-2403 visit www.icc-es.org carrying beam applications. • APA product report PR-L280 visit www.apawood.org LP SolidStart LVL 2900F -2.0E: AVAILABLE SIZES b FRIEND TO THE ENVIRONMENT LP SolidStart LVL 2900F -2.0E is available in a range of depths and b LP SolidStart LVL is a building material with built-in lengths, and is available in standard thicknesses of 1-3/4" and 3-1/2". -
DEFINITIONS Beams and Stringers (B&S) Beams and Stringers Are
DEFINITIONS Beams and Stringers (B&S) Beams and stringers are primary longitudinal support members, usually rectangular pieces that are 5.0 or more in. thick, with a depth more than 2.0 in. greater than the thickness. B&S are graded primarily for use as beams, with loads applied to the narrow face. Bent. A type of pier consisting of two or more columns or column-like components connected at their top ends by a cap, strut, or other component holding them in their correct positions. Camber. The convex curvature of a beam, typically used in glulam beams. Cantilever. A horizontal member fixed at one end and free at the other. Cap. A sawn lumber or glulam component placed horizontally on an abutment or pier to distribute the live load and dead load of the superstructure. Clear Span. Inside distance between the faces of support. Connector. Synonym for fastener. Crib. A structure consisting of a foundation grillage and a framework providing compartments that are filled with gravel, stones, or other material satisfactory for supporting the structure to be placed thereon. Check. A lengthwise separation of the wood that usually extends across the rings of annual growth and commonly results from stresses set up in wood during seasoning. Creep. Time dependent deformation of a wood member under sustained load. Dead Load. The structure’s self weight. Decay. The decomposition of wood substance by fungi. Some people refer to it as “rot”. Decking. A subcategory of dimension lumber, graded primarily for use with the wide face placed flatwise. Delamination. The separation of layers in laminated wood or plywood because of failure of the adhesive, either within the adhesive itself or at the interface between the adhesive and the adhered. -
Read Book Finish Carpentry
FINISH CARPENTRY PDF, EPUB, EBOOK Ted Cushman,Clayton DeKorne | 160 pages | 06 Nov 2003 | Taunton Press Inc | 9781561585366 | English | Connecticut, United States Finish Carpentry PDF Book They must be able to place items evenly and accurately, because they will be visible in the future. SteveAllenOcala December 3, Crown Molding Baseboards Painting. Finish carpenters use a wide variety of tools. Login: Forgot password? Eventually, they are allowed to work on minor finish projects, and as they develop competence, they are assigned to more challenging and complex tasks. Central Florida's Crown Moulding Specialists. For example, the green movement is driving designers and homeowners to bamboo , eucalyptus, and other fast-growth woods for a range of finish carpentry work. We offer complete installation and painting of a variety of interior decorative trim mouldings. This last tool is one of the most important for a finish carpenter to make the angled cuts the job requires. Hand tools are mostly used to cut and fit molding; however, some carpenters use power tools to save time and effort. At Steve Allen construction, we are the experts in finish carpentry. When things don't quite match in rough carpentry, it's acceptable, as long as they are solid. Try This Affordable Option. Finish carpenters typically:. Another large portion of finish carpentry work includes putting up the trim surrounding doors and windows, as well as installing each unit so it is level and operates correctly. Finish carpentry is a physically demanding job, but a rewarding one that offers obvious, fast, and pleasing results. A homeowner can also work with finish carpenters on finishing a new home or remodeling and existing house. -
Beam Structures and Internal Forces
ENDS 231 Note Set 13 S2008abn Beam Structures and Internal Forces • BEAMS - Important type of structural members (floors, bridges, roofs) - Usually long, straight and rectangular - Have loads that are usually perpendicular applied at points along the length Internal Forces 2 • Internal forces are those that hold the parts of the member together for equilibrium - Truss members: F A B F F A F′ F′ B F - For any member: T´ F = internal axial force (perpendicular to cut across section) V = internal shear force T´ (parallel to cut across section) T M = internal bending moment V Support Conditions & Loading V • Most often loads are perpendicular to the beam and cause only internal shear forces and bending moments M • Knowing the internal forces and moments is necessary when R designing beam size & shape to resist those loads • Types of loads - Concentrated – single load, single moment - Distributed – loading spread over a distance, uniform or non-uniform. 1 ENDS 231 Note Set 13 S2008abn • Types of supports - Statically determinate: simply supported, cantilever, overhang L (number of unknowns < number of equilibrium equations) Propped - Statically indeterminate: continuous, fixed-roller, fixed-fixed (number of unknowns < number of equilibrium equations) L Sign Conventions for Internal Shear and Bending Moment Restrained (different from statics and truss members!) V When ∑Fy **excluding V** on the left hand side (LHS) section is positive, V will direct down and is considered POSITIVE. M When ∑M **excluding M** about the cut on the left hand side (LHS) section causes a smile which could hold water (curl upward), M will be counter clockwise (+) and is considered POSITIVE.