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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. -
Installation, Care, and Maintenance of Wood Shake and Shingle Siding
United States Department of Agriculture Installation, Care, and Forest Service Maintenance of Wood Forest Products Laboratory Shake and Shingle Siding General Jack Dwyer Technical Report Tony Bonura FPL–GTR–202 Arnie Nebelsick Sam Williams Christopher G. Hunt Abstract Contents This article gives general guidelines for selection, instal- Introduction ......................................................................... 1 lation, finishing, and maintenance of wood shakes and Selection .............................................................................. 1 shingles. The authors gathered information from a variety of Shakes ............................................................................. 1 sources: research publications on wood finishing, technical data sheets from paint manufacturers, installation instruc- Shingles ........................................................................... 2 tions for shake and shingle siding, and interviews with Specialty Sidewall Products ............................................ 3 experts having experience constructing and inspecting shake Installation ........................................................................... 5 and shingle siding. If research reports could not be found, the recommendations are based on opinions of experts and Rain-Screen Method ....................................................... 5 practices that have been shown to give good service life for Direct Application ........................................................... 6 shakes and shingles. -
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 -
Hardieshingle® Siding Product Description
General Product Product Information Safely Working Working Tools for Tools Fastening Cutting and General Installation Requirements HardieShingle your local dealer for details and availability of products, colorsandaccessories. your localdealerfordetailsandavailabilityofproducts, See sidingandtrimproducts. coating isafactoryapplied,oven-bakedfinishavailableonvarietyofJamesHardie HardieShingle HardieShingle siding is available as a prefinished James Hardie product withColorPlus product JamesHardie sidingisavailableasaprefinished HardieShingle dealerforlocalavailabilityoftheseproducts. 6.75 in,7.25in&10widths.PleaseseeyourJamesHardie alsoavailablein4.2in,5.5 individualshinglesare shingles.Forsmallercoverageareas, decorative half-round panels alsocomeas panels48in.longby16inhigh.HardieShingle as straight-edgepanelsorstaggered-edge Straight EdgePanel Half-Round General Fastener Requirements ® siding is fiber-cement shingle siding for sidewall applications. HardieShingle sidingisavailable shinglesidingforsidewall applications.HardieShingle sidingisfiber-cement Maintenance Finishing and ® ® HardieWrap SidingProductDescription Weather Barrier Weather ® HardieTrim Boards/Battens ® 96 Panels HardieSoffit ® Individual Shingles EdgePanel Staggered Lap Siding HardiePlank ® Siding HardieShingle ® ® Technology. TheColorPlus Technology. HardiePanel Vertical Siding Vertical Glossary Appendix/ ESR-1844 & 2290 Report Information Product Product General Installation of HardieShingle® Siding Working Working Safely INDIVIDUAL SHINGLES Water resistive barrier -
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. -
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………. -
EXTERIOR WOODWORK Township of Hopewell Historic Preservation Commission GUIDELINES for EXTERIOR WOODWORK
GUIDELINES FOR EXTERIOR WOODWORK Township of Hopewell Historic Preservation Commission GUIDELINES FOR EXTERIOR WOODWORK WOOD SIDING, SHINGLES AND TRIM Wood siding, shingles and trim on a building’s wall surface serve both functional and aesthetic purposes. Functionally, exterior woodwork acts as the skin of the building, shedding water and deflecting sunlight and wind. Aesthetically, woodwork is an important design feature and can be applied as siding, shingles and ornamental trim. Exterior woodwork: • Establishes a weather-tight enclosure, providing Wood clapboard siding is one of the most common historic exterior protection from rain, wind and sun wall materials in Hopewell Township. • Is affected by temperature variation and building PURPOSE movement • Establishes a building’s scale, mass and proportion These Guidelines were prepared to assist property owners with information when considering the • Acts as an important design feature, helping to define maintenance, repair, replacement or installation of a building’s architectural style wood siding, shingles and trim. They are not intended • Adds visual interest to the streetscape to replace consultation with qualified architects, • Adds pattern and casts shadows on wall surfaces contractors and the Historic Preservation Commission (HPC). The HPC will be happy to provide consultation With proper maintenance, exterior wood elements can and assistance with materials, free of charge. last for centuries, however improper maintenance can result in problems and deterioration from water, These Guidelines were developed in conjunction with fungus, mold and insects. Hopewell Township’s Historic Preservation Commission (HPC). The HPC reviews Certificate of Appropriateness (COA) applications for proposed exterior alterations to properties locally designated as Historic Landmarks or within a local Historic District. -
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. -
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 ............................................................................ -
Preservation of Historic Resources PAGE LEFT INTENTIONALLY BLANK
SECTION 2: PReseRVAtion OF HistoRic ResoURces PAGE LEFT INTENTIONALLY BLANK. HISTORIC RESOURCE DESIGN GUIDELINES CHAPTER 2.1: WINDOWS CITY OF SANTA BARBARA CHApteR 2.1: WinDOWS INTRODUCTION Windows are one of the most visible, yet commonly under-appreci- ated components of older and historic homes and historic resources. Many historic structures in Santa Barbara have original wood win- dows that have lasted over a century. They may have intricate details that give depth, light, and shadow to a building’s façade. Original windows reflect the design intent for the building, including the period, regional style, and building techniques. In fact, many wood windows are considered hand-crafted pieces of art that are examples of exceptional craftsmanship and design. Windows give scale to a building and provide visual interest to the composition of individual façades, while distinct designs help de- fine many historic building styles. These openings define character through their material, profile, shape, size, configuration, and ar- rangement on the façade. These Guidelines will help property own- ers consider all the factors and options when repairing or replacing original windows. HISTORIC RESOURCE DESIGN GUIDELINES 35 HISTORIC RESOURCE DESIGN GUIDELINES CITY OF SANTA BARBARA Drip cap Head BENEFITS OF KEEPING HISTORIC WINDOWS HEAD Original windows are a key component of a historic building’s design Upper sash and appearance. The benefits of maintaining and repairing a build- ing’s original windows include: Lock Rail • Helps to retain the historic character of the building JAMB • Wood windows made prior to 1940 are likely made from old- growth wood that is significantly denser, more durable, and Glazing more rot-resistant. -
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.