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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. -
Western BCI ® and VERSA-LAM ® Specifier Guide
WESTERN SPECIFIER GUIDE for products manufactured in White City, Oregon WSG 03/14/2013 2 The SIMPLE FRAMING SYSTEM® Makes Designing Homes Easier Architects, engineers, and designers trust Boise Cascade's engineered wood products to provide a better system for framing floors and roofs. It's the SIMPLE FRAMING SYSTEM®, conventional framing methods when crossventila tion and wiring. featuring beams, joists and rim boards the resulting reduced labor and Ceilings Framed with BCI® Joists materials waste are con sidered. that work together as a system, so you The consistent size of BCI® Joists spend less time cutting and fitting. In There's less sorting and cost associ ated with disposing of waste because helps keep gypsum board flat and fact, the SIMPLE FRAMING SYSTEM® you order only what you need. free of unsightly nail pops and ugly uses fewer pieces and longer lengths Although our longer lengths help your shadows, while keeping finish work than conventional framing, so you'll clients get the job done faster, they to a minimum. complete jobs in less time. cost no more. VERSALAM® Beams for Floor You'll Build Better Homes Environmentally Sound and Roof Framing with the These highlystable beams are ® As an added bonus, floor and roof free of the largescale defects that SIMPLE FRAMING SYSTEM ® systems built with BCI Joists require plague dimension beams. The Now it's easier than ever to design about half the number of trees as and build better floor systems. When result is quieter, flatter floors (no those built with dimension lumber. -
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 -
E-Mount QMSE
E-Mount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ag pull-out (withdrawal) capacities (lbs) in typical lumber: Lag Bolt Specifications Specific Gravity 5/16" shaft per 3" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 798 266 Douglas Fir, South .46 705 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) .46 705 235 Hem, Fir .43 636 212 Hem, Fir (North) .46 705 235 Southern Pine .55 921 307 Spruce, Pine, Fir .42 615 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 798 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. -
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. -
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. -
8X12 Santa Rosa Assembly Manual with Plywood Roof Version #2.2 July 19, 2021
8x12 Santa Rosa Assembly Manual with Plywood Roof Version #2.2 July 19, 2021 Roof Area: 113 sqft Thank you for purchasing an 8x12 Santa Rosa Garden Shed from Outdoor Living Today. Please take the time to identify all the parts prior to assembly. Safety Points and Other onsiderations: Our products are built for use based on proper installation and normal residential use, on level ground. Please follow the instruction manual when building your Santa Rosa and retain the manual for future maintenance purposes. Some of the safety and usage measures you may wish to consider include: -snow load ratings vary by geographical location. If heavy or wet snowfall occurs, it is advisable to sweep the snow off the roof(s). -if the product is elevated, any structural and building code requirements are solely the customer's responsibility, and should be abided by. -in high or gusty wind conditions it is advisable to keep the structure securely grounded. -have a regular maintenance plan to ensure screws, doors, windows and parts are tight. Customer agrees to hold Outdoor Living Today Partnership and any Authorized Dealers free of any liability for improper installation, maintenance and repair. In the event of a missing or broken piece, simply call the Outdoor Living Today Customer Support Line @ 1-888-658-1658 within 30 days of the delivery of your purchase. It is our commitment to you to courier replacement parts, free of charge, within 10 business days of this notification. Replacement parts will not be provided free of charge after the 30 day grace period. -
Roof Framing
CHAPTER 2 ROOF FRAMING In this chapter, we will introduce you to the Intersecting fundamentals of roof design and construction. But, The intersecting roof consists of a gable and valley, before discussing roof framing, we will first review or hip and valley. The valley is formed where the two some basic terms and definitions used in roof different sections of the roof meet, generally at a 90° construction; we will then discuss the framing square angle. This type of roof is more complicated than the and learn how it’s used to solve some basic construction problems. Next, we’ll examine various types of roofs and rafters, and techniques for laying out, cutting, and erecting rafters. We conclude the chapter with a discussion of the types and parts of roof trusses. TERMINOLOGY LEARNING OBJECTIVE: Upon completing this section, you should be able to identify the types of roofs and define common roof framing terms. The primary object of a roof in any climate is protection from the elements. Roof slope and rigidness are for shedding water and bearing any extra additional weight. Roofs must also be strong enough to withstand high winds. In this section, we’ll cover the most common types of roofs and basic framing terms. TYPES OF ROOFS The most commonly used types of pitched roof construction are the gable, the hip, the intersecting, and the shed (or lean-to). An example of each is shown in figure 2-1. Gable A gable roof has a ridge at the center and slopes in two directions. It is the form most commonly used by the Navy.