Specification Guide for Wolmanized® Pressure-Treated Wood
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Section 061053 - Miscellaneous Rough Carpentry
SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Wood framing, blocking, and nailers 2. Wood battens, shims, and furring (for wall panel attachment). 3. Plywood sheathing for miscellaneous structures and replacement of deteriorated roof sheathing. B. Related Sections include the following: 1. Section 075216 "SBS Modified Bituminous Membrane Roofing" for adhesively applied 2-ply, SBS bituminous membrane roofing, with self-adhered base ply sheet. 2. Section 076200 "Sheet Metal Flashing and Trim" for installing sheet metal flashing and trim integral with roofing. 1.3 DEFINITIONS A. Dimension Lumber: Lumber of 2-inches nominal or greater but less than 5-inches nominal in least dimension. B. Lumber grading agencies, and the abbreviations used to reference them, include the following: 1. NLGA: National Lumber Grades Authority. 2. WCLIB: West Coast Lumber Inspection Bureau. 3. WWPA: Western Wood Products Association. 1.4 QUALITY ASSURANCE A. Testing Agency Qualifications: For testing agency providing classification marking for fire- retardant treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. PRSD – Thompson Elementary School Roof Replacement 061053 – MISCELLANEOUS ROUGH CARPENTRY July, 2012 Page 1 of 7 B. Forest Certification: For the following wood products, provide materials produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC 1.2, "Principles and Criteria": 1. -
UFGS 06 10 00 Rough Carpentry
************************************************************************** USACE / NAVFAC / AFCEC / NASA UFGS-06 10 00 (August 2016) Change 2 - 11/18 ------------------------------------ Preparing Activity: NAVFAC Superseding UFGS-06 10 00 (February 2012) UNIFIED FACILITIES GUIDE SPECIFICATIONS References are in agreement with UMRL dated July 2021 ************************************************************************** SECTION TABLE OF CONTENTS DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES SECTION 06 10 00 ROUGH CARPENTRY 08/16, CHG 2: 11/18 PART 1 GENERAL 1.1 REFERENCES 1.2 SUBMITTALS 1.3 DELIVERY AND STORAGE 1.4 GRADING AND MARKING 1.4.1 Lumber 1.4.2 Structural Glued Laminated Timber 1.4.3 Plywood 1.4.4 Structural-Use and OSB Panels 1.4.5 Preservative-Treated Lumber and Plywood 1.4.6 Fire-Retardant Treated Lumber 1.4.7 Hardboard, Gypsum Board, and Fiberboard 1.4.8 Plastic Lumber 1.5 SIZES AND SURFACING 1.6 MOISTURE CONTENT 1.7 PRESERVATIVE TREATMENT 1.7.1 Existing Structures 1.7.2 New Construction 1.8 FIRE-RETARDANT TREATMENT 1.9 QUALITY ASSURANCE 1.9.1 Drawing Requirements 1.9.2 Data Required 1.9.3 Humidity Requirements 1.9.4 Plastic Lumber Performance 1.10 ENVIRONMENTAL REQUIREMENTS 1.11 CERTIFICATIONS 1.11.1 Certified Wood Grades 1.11.2 Certified Sustainably Harvested Wood 1.11.3 Indoor Air Quality Certifications 1.11.3.1 Adhesives and Sealants 1.11.3.2 Composite Wood, Wood Structural Panel and Agrifiber Products SECTION 06 10 00 Page 1 PART 2 PRODUCTS 2.1 MATERIALS 2.1.1 Virgin Lumber 2.1.2 Salvaged Lumber 2.1.3 Recovered Lumber -
Annex 2B: OSB (Oriented Strand Board)
Panel Guide Version 4 Annex 2B: OSB (oriented strand in panels from different manufacturers; in panels from different manufacturers it is possible to obtain ratios board) of property levels in the machine- to cross-direction of Description 1.25:1 to 2.5:1, thereby emulating the ratios found in OSB is an engineered wood-based panel material in plywood. which long strands of wood are bonded together with a synthetic resin adhesive. OSB is usually composed Appearance of three layers, with the strands of the outer two layers OSB is readily identified by its larger and longer wood orientated in a particular direction, more often than strands, compared to particleboard. The orientation not in the long direction of the panel. While there is an of the surface strands is not always visually apparent, orientation, it is often hard to see because there is quite especially in small pieces of panel. The panel tends to a large degree of variability in this orientation among have a number of holes on the surface due to the overlap adjacent strands in the panels from any one production of strands, but a smoother surface can be obtained by line, as well as between panels from different producers. sanding. However, OSB will never possess the smooth- ness of surface found in fibreboards and particleboards: rather its merits lie in the field of mechanical perfor- mance which is directly related to the use of longer and larger strands of wood. OSB varies in colour from a light straw colour to a medium brown depending on species used, resin system adopted and pressing conditions employed. -
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. -
06 10 00 --- Rough Carpentry
DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 6 WOODS & PLASTICS 06 10 00 • ROUGH CARPENTRY SECTION INCLUDES Dimensional Wood Framing Sheathing Prefabricated Trusses Wood Blocking Engineered Wood Framing Termite Shield RELATED SECTIONS 03 30 00 Concrete 06 20 00 Finish Carpentry 06 50 00 Structural Plastics & Composites 06 65 00 Plastic and Composite Trim 07 62 00 Sheet Metal Trim & Flashing ABBREVIATIONS-TESTING, CERTIFYING AND GRADING AGENCIES AITC- American Institute of Timber Construction www.aitc-glulam.org ALSC- American Lumber Standards Committee www.alsc.org ANSI- American National Standards Institute www.ansi.org APA- The Engineered Wood Association, (formerly American Plywood Association) www.apawood.org AWPA- American Wood Protection Association www.awpa.com CSA- Canadian Standards Association www.csa.ca FSC- Forest Stewardship Council www.fscus.org NIST- National Institute for Standards and Technology www.nist.gov SFI-Sustainable Forest Initiative www.sfiprogram.org TPI- Truss Plate Institute www.tpint.org LOAD CALCULATIONS DESIGN Calculate loads and specify the fiber stress for lumber. Avoid over-designing that will result in unnecessarily high material costs. Spruce, Pine or Fir should be adequate for most conditions; provide a rationale for any other species. ENVIRONMENTAL ISSUES PRODUCTS Use of wood from well-managed forests is preferred. Specify one or more of the following standards: Forest Stewardship Council (FSC); Sustainable Forest Initiative (SFI); or Canadian Standards Association (CSA). Using certified wood encourages a well-managed forest industry. Look for engineered wood products with certified wood content, recycled or recovered wood, and/or products that are produced within 500 miles of the project site. The use of engineered wood should be evaluated on R 06 10 00 ROUGH CARPENTRY………. -
Rough Carpentry
SECTION 06112 ROUGH CARPENTRY PART 1 – GENERAL 1.01 REFERENCES A. APA (American Plywood Association) B. AWPA (American Wood Preservers Association) Book of Standards C. WCLIB (West Coast Lumber Inspection Bureau) D. WWPA (Western Wood Products Association) E. Structural Notes 1.02 DELIVERY, STORAGE, AND PROTECTION A. See Section 01600 – Material and Equipment: Transport, handle, store and protect products. 1.03 COORDINATION A. Coordinate and provide solid blocking for wall and ceiling mounted items. B. Coordinate sequencing and installation of gypsum wallboard for firewall and ceiling assemblies. 1.04 ALTERNATES A. See Section 01030 for bidding alternates affecting the work of this Section. 1.05 COLORS A. Colors are specified in Colors/Materials Schedule. 1.06 SUSTAINABLE BUILDING REQUIREMENTS A. See Section 01011 for sustainable building requirements affecting the work of this Section. PART 2 – PRODUCTS 2.01 LUMBER MATERIALS A. Lumber Grading Rules: WCLIB or WWPA. B. Maximum Moisture Content: 19%. 2.02 ACCESSORIES A. Nail Fasteners: See Structural General Notes; use hot-dipped galvanized steel (American or Canadian manufacture). B. Joist Hangers and Framing Connectors: Galvanized steel, sized to suit loads, joints and framing conditions; Simpson, Bowman Morton Manufacturing & Machine, Seattle, WA or approved. Refer to Structural General Notes. C. Anchor bolts, Bolts, Nuts, and Washers: Refer to Structural General Notes. Non- structural anchor bolts shall conform to ASTM A307, hot-dipped galvanized at exterior locations or where exposed to exterior environment. D. Water resistant Barrier Building Paper: No. 15 Asphalt Felt. E. Metal Flashing at Openings: 24 gauge stainless steel. 2.03 WOOD TREATMENT A. Wood Preservative (Pressure Treatment): AWPA Treatment LP-2, C2 for lumber, C9 for plywood. -
Navy Force Structure and Shipbuilding Plans: Background and Issues for Congress
Navy Force Structure and Shipbuilding Plans: Background and Issues for Congress September 16, 2021 Congressional Research Service https://crsreports.congress.gov RL32665 Navy Force Structure and Shipbuilding Plans: Background and Issues for Congress Summary The current and planned size and composition of the Navy, the annual rate of Navy ship procurement, the prospective affordability of the Navy’s shipbuilding plans, and the capacity of the U.S. shipbuilding industry to execute the Navy’s shipbuilding plans have been oversight matters for the congressional defense committees for many years. In December 2016, the Navy released a force-structure goal that calls for achieving and maintaining a fleet of 355 ships of certain types and numbers. The 355-ship goal was made U.S. policy by Section 1025 of the FY2018 National Defense Authorization Act (H.R. 2810/P.L. 115- 91 of December 12, 2017). The Navy and the Department of Defense (DOD) have been working since 2019 to develop a successor for the 355-ship force-level goal. The new goal is expected to introduce a new, more distributed fleet architecture featuring a smaller proportion of larger ships, a larger proportion of smaller ships, and a new third tier of large unmanned vehicles (UVs). On June 17, 2021, the Navy released a long-range Navy shipbuilding document that presents the Biden Administration’s emerging successor to the 355-ship force-level goal. The document calls for a Navy with a more distributed fleet architecture, including 321 to 372 manned ships and 77 to 140 large UVs. A September 2021 Congressional Budget Office (CBO) report estimates that the fleet envisioned in the document would cost an average of between $25.3 billion and $32.7 billion per year in constant FY2021 dollars to procure. -
Wood Preservation Manual Wood Preservation Manual
Wood preservation manual Wood preservation manual Mechanical Wood Products Branch Forest I ndustries Division FAD Forestry Department The designations employed and the presentation of material in this publication do not imply the expression of any opinion whatsoever on the part of the Food and Agriculture Organization of the United Nations concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. M-34 ISBN 92-5-102470-7 All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying or otherwise, without the prior permission of the copyright owner. Applications for such permission, with a statement of the purpose and extent of the reproduction, should be addressed to the Director, Publications Division, Food and Agriculture Organization of the United Nations, Via delle Terme di Caracalla, 00100 Rome, Italy. © FAD 1986 - i - CONTENTS Page CHAPTER 1 INTRODUCTION 1 Background and the purpose of the manual CHAPTER 2 WHAT IS PRESERVATION? 2 Importance, benefits and economics of wood preservation, protective measures, protection by specification, protection by design detailing CHAPTER 3 NATURE OF WOOD 13 Wood structure, classes of wood, moisture content and natural durability CHAPTER 4 DECAY HAZARDS 21 Fungi, insects, borers, weathering, fire CHAPTER 5 WOOD PRESERVATIVES 32 Properties, ideal preservative, types of preservatives, tar oils, -
Timber Bridges Design, Construction, Inspection, and Maintenance
Timber Bridges Design, Construction, Inspection, and Maintenance Michael A. Ritter, Structural Engineer United States Department of Agriculture Forest Service Ritter, Michael A. 1990. Timber Bridges: Design, Construction, Inspection, and Maintenance. Washington, DC: 944 p. ii ACKNOWLEDGMENTS The author acknowledges the following individuals, Agencies, and Associations for the substantial contributions they made to this publication: For contributions to Chapter 1, Fong Ou, Ph.D., Civil Engineer, USDA Forest Service, Engineering Staff, Washington Office. For contributions to Chapter 3, Jerry Winandy, Research Forest Products Technologist, USDA Forest Service, Forest Products Laboratory. For contributions to Chapter 8, Terry Wipf, P.E., Ph.D., Associate Professor of Structural Engineering, Iowa State University, Ames, Iowa. For administrative overview and support, Clyde Weller, Civil Engineer, USDA Forest Service, Engineering Staff, Washington Office. For consultation and assistance during preparation and review, USDA Forest Service Bridge Engineers, Steve Bunnell, Frank Muchmore, Sakee Poulakidas, Ron Schmidt, Merv Eriksson, and David Summy; Russ Moody and Alan Freas (retired) of the USDA Forest Service, Forest Products Laboratory; Dave Pollock of the National Forest Products Association; and Lorraine Krahn and James Wacker, former students at the University of Wisconsin at Madison. In addition, special thanks to Mary Jane Baggett and Jim Anderson for editorial consultation, JoAnn Benisch for graphics preparation and layout, and Stephen Schmieding and James Vargo for photographic support. iii iv CONTENTS CHAPTER 1 TIMBER AS A BRIDGE MATERIAL 1.1 Introduction .............................................................................. l- 1 1.2 Historical Development of Timber Bridges ............................. l-2 Prehistory Through the Middle Ages ....................................... l-3 Middle Ages Through the 18th Century ................................... l-5 19th Century ............................................................................ -
Construction Specification ROUGH CARPENTRY Home Depot No
Section 06100 Construction Specification ROUGH CARPENTRY PART 1 - PART 1 - GENERAL 1.01 SUMMARY A. Extent of rough carpentry work is indicated on drawings and includes, but is not limited to, the following: 1. Miscellaneous wood framing 2. Wood nailers or blocking 3. Plywood (Fire Retardant Treated) 4. Oriented Strand Boards (OSB) B. All interior wood used for construction shall be fire retardant treated. C. All wood in roof construction and non-load bearing wall where the fire resistance rating is 1 hour or less, shall be fire resistant treated wood where required by code D. Related work specified elsewhere includes but may not be limited to: 1. Section 01012 - Preferred Purchasing 2. Section 06402: Interior Architectural Woodwork 1.02 PREFERRED PURCHASING A. Unless noted otherwise, Contractor and all subcontractors are encouraged to purchase all products listed in this specification section from a local The Home Depot Store. For more information, refer to Section 01012. 1.03 PRODUCT HANDLING A. Delivery and Storage: Keep materials under cover and dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as plywood and other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials. 1. For lumber and plywood pressure treated with waterborne chemicals, sticker between each course to provide air circulation. 1.04 PROJECT CONDITIONS A. Coordination: Fit carpentry work to other work; scribe and cope as required for accurate fit. Correlate location of furring, nailers, blocking, grounds and similar supports to allow attachment of other work. -
Wood Vs. MDF Construction Specifications by Jay Bethel, CSI, CDT, SCIP Documentation, Systems and Performance Background Surface Uniformity
TECH TIPS www.conspectusinc.com Vol12.10.01 ©2012 Conspectus Inc. Page 1 of 2 Providing compete Interior Woodwork - Wood vs. MDF construction specifications By Jay Bethel, CSI, CDT, SCIP documentation, systems and performance Background surface uniformity. Wood is superior descriptions, and risk and to MDF for bendingstrength, only. AWI quality advisory services. Medium Density Fiberboard (MDF) permits MDF for opaque finished has been available for many years. woodwork for Economy, Custom, and Conspectus's Tech Tips received the MDF manufacturers have developed Premium Quality Grades. national Communications Award from products to compete with solid wood. the Construction Specifications This article will focus on standing and 1. Appearance- Wood comes in a Institute September 2011. running trim products and will variety of quality levels, often with beautiful grain suitable for clear ABSTRACT: examine some differences between finishes. MDF is a uniform color, Medium Density Fiberboard (MDF) the wood and MDF products. products are plentiful and usually a shade of brown with no grain manufacturers are constantly Plywood panels were developed as a and a smooth exterior, although developing adaptations to current way to economize by using less embossed finishes are available. building trends. This article compares desirable wood remnants (referred to solid wood standing and running trim 2. Surfaces- Wood will have natural to similar products made of MDF, and as "residual" wood). The family of characteristics such as knots and explores the implications for using panel products including, both materials. particleboard and oriented strand pitch pockets that make consistent board (OSB) were invented to further finishing difficult, and can have open FILING: the economy realized by plywoods. -
Preservative Treatment of Wood by Pressure Methods
PRESERVATIVE TREATMENT OF WOOD BY PRESSURE METHODS Agriculture Handbook No. 40 * lllv-v ^t.,^.. UNITED STATES DEPARTMENT OF AGRICULTURE Forest Service ERRATA SHEET for Preservative Treatment of Wood by Pressure Methods Agriculture Handbook No. 40 Page 9 -^ Line 2, "older and heartwood" should read "older the heartwood". 17 ^ Group 4, second col. "(read heartwood)" should read "(red heartwood)". 38 t. Line 21, reference italic "(50)" should be italic "(51)". 47i^Table 6, col. 4, change 200-200 to 200-210. 48 ^ Table 7, col. 4, first line, cha«ge 01.0 to 11.0. 72*^ Table 9, col. 5, beginning with second line, change 235 y to 135, 255 to 155, 276 to 176. SO'-^Table 13, col. 9, last line, change 37.7 to 3.7. 105'^Table 17, col. 2, last line, change 2.067 to 2.167. 105 Table 17, col. 7 heading, change "per" to "both". 106 ^ 'Table 17, col. 3, 7th line, change 1.090 to 1.091. 106' Table 17, col. 7, 8th line, change 6.808 to 6.818. 108 i^Equation bottom of page should read "0.531W" not , ".0531W". 110 ¿^ Example, last term in denominator should read "0.55" not ".055". 121¿XTable 20, col. 1, 4th line under "Steamed Green Lumber .and Timbers", insert figure "1". 135 ^Wd definition should read "oven-dry wood per unit" etc. 139 ^Table 22, Footnote 1, a\ should read a,, /^ should read /^ 150 '-'First equation, delete " = (A)." insert "(A)" flush right. 150 ¿/line 17, "pp. 149-150" should read "pp. 150-151". 150 '-''Line 7 from bottom, "p.