Woods of Louisiana Introduction
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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 ........................................................................................................ -
Comparative Study of NZ Pine & Selected SE Asian Species
(FRONT COVER) A COMPARATIVE STUDY OF NEW ZEALAND PINE AND SELECTED SOUTH EAST ASIAN SPECIES (INSIDE FRONT COVER) NEW ZEALAND PINE - A RENEWABLE RESOURCE NZ pine (Pinus radiata D. Don) was introduced to New Zealand (NZ) from the USA about 150 years ago and has gained a dominant position in the New Zealand forest industry - gradually replacing timber from natural forests and establishing a reputation in international trade. The current log production from New Zealand forests (1998) is 17 million m3, of which a very significant proportion (40%) is exported as wood products of some kind. Estimates of future production indicate that by the year 2015 the total forest harvest could be about 35 million m3. NZ pine is therefore likely to be a major source of wood for Asian wood manufacturers. This brochure has been produced to give prospective wood users an appreciation of the most important woodworking characteristics for high value uses. Sponsored by: Wood New Zealand Ltd. Funded by: New Zealand Ministry of Foreign Affairs and Trade Written by: New Zealand Forest Research Institute Ltd. (Front page - First sheet)) NEW ZEALAND PINE - A VERSATILE TIMBER NZ pine (Pinus radiata D.Don) from New Zealand is one of the world’s most versatile softwoods - an ideal material for a wide range of commercial applications. Not only is the supply from sustainable plantations increasing, but the status of the lumber as a high quality resource has been endorsed by a recent comparison with six selected timber species from South East Asia. These species were chosen because they have similar end uses to NZ pine. -
The Wood Lumber Company
Te Wood Lumber Company by Deborah Grifn Scanlon Tis story starts with Edmund Wood, who owned One hundred and three years later, Falmouth has the Greene and Wood Lumber Yard, a chain of about 32,000 year-round residents, too many lumber warehouses based in New Bedford that dwellings to count, LED streetlights and a 60-per- dated back to 1835. In 1912 Mr. Wood saw son police department. Te Miskells - Joseph’s potential for growth in Falmouth and decided to grandson, Dana Miskell, and his wife Eileen - still open a branch here. He bought James Cameron’s own, manage, and welcome new and old customers small lumber yard on Locust Street and named it to Te Wood Lumber Company. Te Wood Lumber Company. Te lumber business that Edmund Wood bought on Locust Street from Mr. Cameron was originally on King Street. Owned since at least 1875 by B. B. King, for whom the street was named, the business was purchased in 1895 by Mr. Cameron. A native of Scotland, Mr. Cameron came to Fal- mouth by way of Naushon Island, where he was superintendent of the Forbes’s farm. He operated the lumber business on King Street until 1909, when he moved it to Locust Street. Te frst build- ing he put up was a large cypress shed which was in Te frst Wood Lumber Co. ad in Te Enterprise, March use for many years. In 1912, Mr. Cameron sold his 12, 1912 business to Mr. Wood and then lived in Falmouth Joseph B. Miskell, the 22-year-old son of James in retirement for another 25 years. -
Performance, Technology and Application of High Performance Marine Vessels Volume One
Performance, Technology and Application of High Performance Marine Vessels Volume One Performance, Technology and Application of High Performance Marine Vessels Volume One Edited by Liang Yun, Raju Datla and Xinfa Yang Performance, Technology and Application of High Performance Marine Vessels Volume One Edited by Liang Yun, Raju Datla and Xinfa Yang This book first published 2018 Cambridge Scholars Publishing Lady Stephenson Library, Newcastle upon Tyne, NE6 2PA, UK British Library Cataloguing in Publication Data A catalogue record for this book is available from the British Library Copyright © 2018 by Liang Yun, Raju Datla, Xinfa Yang and contributors All rights for this book reserved. No part of this book may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior permission of the copyright owner. ISBN (10): 1-5275-0356-9 ISBN (13): 978-1-5275-0356-4 CONTENTS Preface by the Editors-in-Chief ................................................................. xii Liang Yun, Raju Datla, Xinfa Yang Preface .................................................................................................... xxiv Trevor Blakeley Preface .................................................................................................... xxvi Guo Da-cheng Preface .................................................................................................. xxviii Huang Ping-tao Preface .................................................................................................... -
Discoloration of Norway Spruce and Scots Pine Timber During Drying
Discoloration of Norway spruce and Scots pine timber during drying V. Tarvainen VTT Building and Transport, Puumiehenk. 2A Espoo, P.O.Box 1806 FIN-02044 VTT, Finland. Internet: [email protected] P. Saranpää Metla - The Finnish Forest Research Institute, J. Repola P.O. Box 18, FIN-01301 VANTAA, Finland Internet: [email protected], [email protected] ABSTRACT The effect of growth site, felling time (winter, spring and autumn) and wet storage on the discoloration of spruce (Picea abies (L.) Karst.) and pine (Pinus sylvestris L.) dried at different temperatures was studied. Two dominant trees were selected at each cutting season from a fertile and a poor site. Some of the logs felled in May were stored under sprinklers for 6 weeks. The butt logs were cant-sawn with a circular saw. The temperatures for drying were 50, 70, 90 and 110 °C. One group from autumn felling was dried in a vacuum kiln at 70 °C. Common drying schedules for 38-mm-thick pine boards were used. The surface colour (CIELAB L*, a*, b*) of boards was measured before and after drying with a spectrophotometer. Some of the boards were also measured after 0.5 mm and further 1.5 mm planing. Drying temperature was the most significant factor for discoloration of boards. The colour change of pine was quite similar to that of spruce except that there was a stronger darkening of pine heartwood compared to spruce at 90 °C. Discoloration in sapwood increased remarkably at temperatures above 70 °C. At 90 and 110 °C the lightness (L*) decreased significantly indicating darkening. -
Variation of Basic Density and Brinell Hardness Within Mature Finnish Betula Pendula and B
VARIATION OF BASIC DENSITY AND BRINELL HARDNESS WITHIN MATURE FINNISH BETULA PENDULA AND B. PUBESCENS STEMS Henrik Herujarvi Research Scientist Finnish Forest Research Institute Joensuu Research Centre P.O. Box 68 FIN-80101 Joensuu, Finland (Received November 200 1 ) ABSTRACT Thc objective of this study was to analyze the variation in basic density between different horizontal and vertical locations within mature Finnish Betula pendula and B. puhescens stems. In addition, the depen- dence of Brinell hardness in radial direction, which is of importance especially for the parquetry, veneer. and plywood industries, on the basic density was investigated. Furthermore, the sources of error in the Brinell hardness test according to EN 1534 were analyzed. Both basic density and Brinell hardness were measured from small. defect-free specimens. The average basic density of B. pendula and B. pubescerz.s were 5 12 kg/m3 and 478 kg/m3, respectively. Concerning both birch species, wood material near the pith was clearly less dense than near the surface of the stem. The average Brinell hardness of B. pendula spec- irnens was 23.4 MPa, and that of B. pubescens specimens was 20.5 MPa. Brinell hardness was found to be positively correlated with basic density. Therefore, the assumption that Brinell hardness varies within a birch stem similarly to basic density is confirmed. The test method according to the EN 1534 standard was found to hc precise enough hut unnecessarily laborious for hardness tests. Finally, an alternative method is s~~ggestedfor determining Brinell hardness on an industrial scale. Kryw,orti.c: Basic density. Brinell hardness, Betula pendul(~,Beruln puhescens, furnishing, parquet, veneer, plywood. -
Wood Flooring Installation Guidelines
WOOD FLOORING INSTALLATION GUIDELINES Revised © 2019 NATIONAL WOOD FLOORING ASSOCIATION TECHNICAL PUBLICATION WOOD FLOORING INSTALLATION GUIDELINES 1 INTRODUCTION 87 SUBSTRATES: Radiant Heat 2 HEALTH AND SAFETY 102 SUBSTRATES: Existing Flooring Personal Protective Equipment Fire and Extinguisher Safety 106 UNDERLAYMENTS: Electrical Safety Moisture Control Tool Safety 110 UNDERLAYMENTS: Industry Regulations Sound Control/Acoustical 11 INSTALLATION TOOLS 116 LAYOUT Hand Tools Working Lines Power Tools Trammel Points Pneumatic Tools Transferring Lines Blades and Bits 45° Angles Wall-Layout 19 WOOD FLOORING PRODUCT Wood Flooring Options Center-Layout Trim and Mouldings Lasers Packaging 121 INSTALLATION METHODS: Conversions and Calculations Nail-Down 27 INVOLVED PARTIES 132 INSTALLATION METHODS: 29 JOBSITE CONDITIONS Glue-Down Exterior Climate Considerations 140 INSTALLATION METHODS: Exterior Conditions of the Building Floating Building Thermal Envelope Interior Conditions 145 INSTALLATION METHODS: 33 ACCLIMATION/CONDITIONING Parquet Solid Wood Flooring 150 PROTECTION, CARE Engineered Wood Flooring AND MAINTENANCE Parquet and End-Grain Wood Flooring Educating the Customer Reclaimed Wood Flooring Protection Care 38 MOISTURE TESTING Maintenance Temperature/Relative Humidity What Not to Use Moisture Testing Wood Moisture Testing Wood Subfloors 153 REPAIRS/REPLACEMENT/ Moisture Testing Concrete Subfloors REMOVAL Repair 45 BASEMENTS/CRAWLSPACES Replacement Floating Floor Board Replacement 48 SUBSTRATES: Wood Subfloors Lace-Out/Lace-In Addressing -
Wood Preservation: Improvement of Mechanical Properties by Vacuum Pressure Process
International Journal of Engineering and Applied Sciences (IJEAS) ISSN: 2394-3661, Volume-2, Issue-4, April 2015 Wood Preservation: Improvement of Mechanical Properties by Vacuum Pressure Process Md. Fazle Rabbi, Md. Mahmudul Islam, A.N.M. Mizanur Rahman timber. The amount of damage by the second is negligible in comparison to the first enemies. By applying proper Abstract— Wood, being a biological product, is liable to preservation technique, it is possible to protect the timber deterioration unless it is properly protected. The main reasons of deterioration of timber in service are decay due to fungal from these enemies. Preservation is the only appropriate way infection, attack by insects (borers and white ants), marine to make the timber toxic and protect it [1]. organisms and fire. Protection of wood is carried out from these agents by using preservative which can properly be used by proper design of preservation plant. Proper design of such plant The primary importance of the preservation treatment of is very essential to increase the lifespan of wood economically. wood is to increase the life of the material in service, thus Among the various wood preservation techniques, pressure decreasing the ultimate cost of the product and avoiding the processes are the most permanent technique around the world need for frequent replacements [2]. The extension of the today. In the Full cell process, wood is allowed to absorb as much liquid chemicals as possible during the pressure period, service life of timber by the application of appropriate thus leaving the maximum concentration of preservatives in the preservatives has another significant effect in the field of treated area. -
Remoistening of the Wood Before Planing -A Method for Improved Surface Quality?
REMOISTENING OF THE WOOD BEFORE PLANING -A METHOD FOR IMPROVED SURFACE QUALITY? Micael Öhman , Victor Grubîi , Mats Ekevad Luleå University of Technology, Skellefteå, Sweden [email protected], [email protected], [email protected] ABSTRACT It is beneficial if the machining of wooden products is done at a moisture content equal to the climate the product is meant to be used in. For indoor products in central heated houses such moisture content is about 5-10%. For planing this is often a too low moisture content showing an increased risk of poor surface quality due to severe torn grain. Contrary to this too high moisture content will result in a fuzzy grain surface and problems with swelling and shrinkage of the product. The roughness of a machined wooden surface is affected by a number of different parameters like cutting tool geometry, machine settings and wood structure. The latter is the hardest to control since the surface quality is a result of the local combination of density, grain direction and moisture content. The larger the variation in wood features the more difficult it is to find a combination of tools and machine settings that will give a high surface quality. This study showed that by wetting the surface before machining, in this case planing, the average surface quality could be increased. No time dependences could be shown, wetting short before planing did show as good improvements as wetting treatment for 30 minutes or more. The study was based on a total of 120 test surfaces of Scots pine (Pinus silvestris L.). -
Wood Properties of Teak (Tectona Grandis) from a Mature Unmanaged Stand in East Timor
J Wood Sci (2011) 57:171–178 © The Japan Wood Research Society 2011 DOI 10.1007/s10086-010-1164-8 ORIGINAL ARTICLE Isabel Miranda · Vicelina Sousa · Helena Pereira Wood properties of teak (Tectona grandis) from a mature unmanaged stand in East Timor Received: May 5, 2010 / Accepted: November 5, 2010 / Published online: March 17, 2011 Abstract The wood quality from 50- to 70-year-old Tectona carpentry. Teak wood is moderately hard and heavy, seasons grandis trees from an unmanaged forest in East Timor was rapidly, kiln dries well, and has overall good machining prop- assessed. The aim was to evaluate teak in mature stands that erties. It is prized mostly for its natural durability and high had undergone uncontrolled disturbances, e.g., fi re and local dimensional stability in association with pleasant aesthetics. community usage. Heartwood represented 91% of the tree Some end-user requirements include high heartwood content radius at a height of 1.7 m, and sapwood contained on average (at least 85%) and wood density (> 675 kg/m3) and suffi cient nine rings. The mean ring width showed within-tree and strength [modulus of rupture (MOR) > 135 N/mm2].1 between-tree variability. The chemical compositions of heart- Teak grows naturally in Southeast Asia and was intro- wood and sapwood were similar. Within-tree chemical varia- duced into other tropical and subtropical regions in Austra- tion occurred only in terms of extractives, which increased lia, Africa, and Latin America. Teak is now one of the most from the pith (8.3%) to the heartwood–sapwood transition important species for tropical plantation forestry, mostly (12.7%) and decreased in the sapwood (9.2%). -
Tall Wood Buildings in the 2021 IBC up to 18 Stories of Mass Timber
Tall Wood Buildings in the 2021 IBC Up to 18 Stories of Mass Timber Scott Breneman, PhD, SE, WoodWorks – Wood Products Council • Matt Timmers, SE, John A. Martin & Associates • Dennis Richardson, PE, CBO, CASp, American Wood Council In January 2019, the International Code Council (ICC) approved a set of proposals to allow tall wood buildings as part of the 2021 International Building Code (IBC). Based on these proposals, the 2021 IBC will include three new construction types—Type IV-A, IV-B and IV-C—allowing the use of mass timber or noncombustible materials. These new types are based on the previous Heavy Timber construction type (renamed Type IV-HT) but with additional fire-resistance ratings and levels of required noncombustible protection. The code will include provisions for up to 18 stories of Type IV-A construction for Business and Residential Occupancies. Based on information first published in the Structural Engineers Association of California (SEAOC) 2018 Conference Proceedings, this paper summarizes the background to these proposals, technical research that supported their adoption, and resulting changes to the IBC and product-specific standards. Background: ICC Tall Wood Building Ad Hoc Committee Over the past 10 years, there has been a growing interest in tall buildings constructed from mass timber materials (Breneman 2013, Timmers 2015). Around the world there are now dozens of timber buildings constructed above eight stories tall. Some international examples include: Building Completion Location Stories Name Date Stadhaus -
Marine-Brochure-Jan-2021-Web.Pdf
® LONMARINE® WOOD LONMARINE® WOOD is Lonseal’s high-performance, slip-resistant marine safety flooring that has been specifically manufactured to comply with IMO/MED specifications for international markets and is USCG approved. FEATURES (data shown is nominal): MW3473 MW3475 MW370 MW371 MW373 Roll Width: 6 ft. (1.8 m) Mahogany Solid Teak Teak & Holly Maple & Teak Mahogany & Holly Roll Length: 60 ft. (18.3 m) Overall Thickness: 0.080 in. (2.0 mm) Wear Layer Thickness: 0.020 in. (0.5 mm) Weight: 0.7 lbs./sq. ft. (3.4 kg/m²) EU REACH COMPLIANT FORMULATION: Phthalate free, SVHC free MEETS FMVS 302: Flammability of Interior Materials MW375 MW377 MW378 MW379 MW380 Teak & Ebony Walnut & Holly Teak & Ivory Antique & Ivory Weathered Teak & Ebony LONMARINE® STONE LONMARINE® STONE consists of a lightly dappled palette of neutral and gray tones that makes it a perfect fit for the interior spaces of both pleasure boats and hard-working industrial craft. The elegant marbleized pattern helps mask routine scuffing that can occur with heavy foot traffic. FEATURES (data shown is nominal): MS10 MS11 MS12 Roll Width: 6 ft. (1.8 m) Dorato Grigio Mare Roll Length: 60 ft. (18.3 m) Overall Thickness: 0.080 in. (2.0 mm) Wear Layer Thickness: 0.020 in. (0.5 mm) Weight: 0.7 lbs./sq. ft. (3.3 kg/m²) EU REACH COMPLIANT FORMULATION: Phthalate free, SVHC free MEETS FMVS 302: Flammability of Interior Materials MS13 MS14 MS15 Noce Carbone Russo Printing limitations may not represent the true color of the product. If color match is critical, please request a sample at 800.832.7111 or 310.830.7111.