Manual: Industrial Wood Preservation Specification and Practice
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15 – Construction Vocabulary
CONSTRUCTION VOCABULARY ABC (Aggregate Base Course): used in mixing with concrete and placed below concrete prior to the pouring of sidewalks, driveways, etc. It serves as a compacted solid base. Air return: A series of ducts in air conditioning system to return used air to air handler to be reconditioned. Ameri-mix: Maker of the pre-blended bag mixes we use in masonry work. Anchor Bolts: (also called J-bolts) Bolts embedded in concrete foundation used to hold sills in place. Anchor Straps: Straps embedded in concrete foundation used to hold sills in place, most commonly MASAs in our houses. Apron: A piece of driveway between sidewalk and curb. Back Fill: The replacement of dirt in holes, trenches and around foundations. Backing (aka blocking): a non-structural (usually 2x) framed support (i.e. for drywall). Balloon Framing: A special situationally required type of construction with studs that are longer than the standard length. Bay: The space between two parallel framing members (i.e. trusses). Beam: A horizontal structural member running between posts, columns or walls. Bearing wall (aka partition): A wall which carries a vertical structural load in addition to its own weight. Bevel: To cut an angle other than a right angle, such as on the edge of a board. Bird block (aka frieze board): An attic vent located between truss tails. Bird’s Mouth: A notch cut in the underside of a rafter to fit the top plate. Blocking (aka backing): A non-structural 2x framing support (i.e. for drywall) Board: Lumber less than 2” thick. Board Foot: The equivalent of a board 1’ square and 1” thick. -
Back Framing
BACK FRAMING Back Framing is required to aide future steps in the construction process, ie cabinet installation, hanging drywall, towel bar installation etc. VERIFY ALL DOOR ROUGH OPENINGS AND KITCHEN WINDOW AND KITCHEN INTERIOR WALL LOCATION: Entry doors 37 ½” X 82” high Garage Utility ( people) Door 38 ½” X 82 ½” Bedroom, Bathroom Swing doors 38” wide X 82 ½” high Basement Door ONLY 34” wide X 82 ½” high Closet/ Bifold doors Width of door + 1 ½” ie 24” door, 25 ½” RO etc X 81” high A Kitchen window must be 78 ½” from garage wall to center of window. A Kitchen interior wall must be 12’ 1” form garage wall, Rough to Rough INSTALLING HURRICANE CLIPS: This fastening devise is used to secure the trusses to the exterior walls' top plates. They will be used on both the HOUSE and GARAGE trusses. Install 1 clip per truss at both ends of truss with 10D Simpson galvanized nails (Tico). Drive nails fully into truss. Because of the size of the nail, a pair of pliers is helpful to hold it to start the nail. There are 2 different styles of clip. Position the clip as shown and nail, Put a nail in EVERY hole. KITCHEN CABINET BLOCKING: MATERIALS 2 X 4 and 2 X 6 of various lengths. Kitchen cabinet blocking is needed for a timely and reduced stress cabinet installation. Full blocking is required on ALL 3 kitchen walls and the bathroom wall behind the vanity. LAYOUT Snap chalk lines at the following heights off the floor 80- ½” – 84” for TOP of the upper cabinets with a 2x4 wall cleat. -
Connectors & Fasteners for Modular Building Catalog
Connectors & Fasteners for Modular Building C-C-MODULAR18 | (800) 999-5099 | strongtie.com Smart Solutions for Modular Building Simpson Strong-Tie® connectors and fasteners offer improved speed, strength and versatility for modular building. These products save time in manufacturing and provide ease of installation on the jobsite. This catalog is designed to help you easily locate the right connector or fastener to meet your modular building construction needs. Our products come with the quality, value, service and on-time delivery that we have built our reputation on for the past 60 years. If you need help finding the right product for your job, give us a call at (800) 999-5099. Simpson Strong-Tie® Connectors & Fasteners for Modular Building Table of Contents Code Reports ...........................................................................6 MMHC Hinged Roof Connector ..............................................21 Corrosion Information .........................................................7–10 BC Post Base .........................................................................22 Important Information and General Notes .........................11–15 LSTA/MSTA Strap Ties ...........................................................23 Connectors CS/CMST Coiled Straps ...................................................24–25 MMLU Face-Mount Hangers ..................................................17 Fasteners H2.5A Roof Tiedown ........................................................18–19 Strong-Drive® SDWC Truss Screw ....................................27–28 -
Potential of Cross Laminated Timber in Residential Design
POTENTIAL OF CROSS LAMINATED TIMBER IN SINGLE FAMILY RESIDENTIAL CONSTRUCTION by Brad Burback A thesis submitted to the Faculty and the Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Master of Science (Civil and Environmental Engineering). Golden, Colorado Date____________________ Signed: ________________________ Brad Burback Signed: ________________________ Dr. Shiling Pei Thesis Advisor Golden, Colorado Date__________________ Signed: ________________________ Dr. John McCray Department Head of Civil and Environmental Engineering ii ABSTRACT Cross laminated timber (CLT) is a panelized engineered wood product that is gaining popularity in the United States as a structural material for massive timber buildings. CLT is shown to be cost competitive to steel and concrete in large building construction projects, but is seen as uncompetitive for smaller scale projects, especially light frame wood (LFW) residential construction. The purpose of this study is to provide a detailed comparison of the cost to construct a CLT home versus a LFW home to quantify the cost difference between both options in the single family home (SFH) market. Based on a realistic floor plan, three different designs were compared based on cost and construction timeline to determine the realistic cost differences between SFH constructions using LFW or CLT. The final results show that the CLT option results in a 21% increase in total construction cost from the LFW option. While it is difficult to justify this -
CO2 REMOVAL from WOOD GAS Dahiru Rufai Ahmed
FACULTY OF TECHNOLOGY CO2 REMOVAL FROM WOOD GAS Dahiru Rufai Ahmed Master’s Thesis Master’s Degree Programme (BCBU) Environmental Engineering September 2013 1 UNIVERSITY OF OULU Abstract Thesis Faculty of Technology Department Degree Programme Department of Process and Environmental Master’s Degree Programme (BCBU) in Engineering Environmental Engineering Author Supervisor Dahiru, Rufai Ahmed Tanskanen, J., Professor Title of the thesis CO2 Removal from Wood Gas Study option Type of the thesis Submission date Number of pages Sustainable Energy Master’s Thesis 11th September, 2013 94 + 4 Appendix Abstract Gasification is considered as one of the most attractive conversion technologies, because the product gas from the process serves as a building block for several industrial applications. However, the use of biomass as a fuel in the gasification process offers a carbon neutral fuel that will alleviate the continuing use of fossil fuels sources. This study was done to evaluate the possible applications of syngas originating from biomass gasification, as a follow up to the earlier biomass gasification research of the HighBio project. The syngas from the gasification process is generally produced in a gasifier. An overview of the different type of gasifiers for biomass gasification that include updraft, downdraft, crossdraft, entrained-flow and plasma gasifiers was presented. The syngas can be utilized in the generation of power, heat, fuels and chemicals. A detailed overview of the promising applications of the syngas in Fischer-Tropsch synthesis, hydrogen production, ammonia synthesis, hydroformylation of olefins, and syngas fermentation was also given. However, for these applications, a high degree of treatment and conditioning of the syngas is required. -
Residential Seismic Strengthening
Residential Seismic Strengthening Methods to Reduce Potential Earthquake Damage 12 Portland and the surrounding communities are homes, buildings and utilities can reduce damage and the dangers of serious injury or loss of life from located in a seismically active region. an earthquake. Modified from Although most Oregonians have not witnessed a www.oregongeology.org/sub/earthquakes/EQs.htm large earthquake in this region, large earthquakes The City of Portland, Bureau of Development have occurred in the past. The Cascadia Subduction Services has a program to help you make your Zone lies off the Oregon and Washington coasts where two sections of the earth’s crust (tectonic home more secure in our next earthquake. plates) are colliding, with one plate sliding beneath (subducting) the other. Subduction zones have produced some of the most powerful earthquakes ever recorded, often having magnitudes of 8 to 9 or larger. The 2004 Great Sumatra-Andaman (magnitude 9.1) earthquake occurred on a subduction zone. Studies have found evidence that very large earthquakes have occurred repeatedly in the past on the Cascadia Subduction Zone, most recently in January, 1700. Scientists believe the Cascadia Subduction Zone is likely to produce large earthquakes in the future. Extensive damage to buildings as a result of strong and sustained ground Purpose www.portlandoregon.gov/bds shaking is expected in the Portland area in the event The strengthening methods described by this • of a Cascadia Subduction Zone earthquake. program are intended to reduce the likelihood of your home being severely damaged by being displaced from its foundation or cripple walls in an Oregon also has many crustal faults. -
Framing: Walls
8/18/14 Introduction to Framing Terminology and Concepts Terminology: Framing Level Two points on exactly the same horizontal plane. Square Intersecting lines or faces that form an exact 90° angle. Plumb Flush Two points on exactly Two faces on exactly the same vertical plane. the same plane. Terminology: Subfloors Sill Plate Decking (or “subfloor”) Pressure-treated Rimboard (or “rim band”) ¾” thick tongue-and- lumber supported by Engineered lumber (of various heights) groove sheathing, glued foundation and and nailed to joists. shimmed to be level. Joists Engineered joists (of various heights) Flange which span the foundation. Joists sit (or chord) Foundation on the sill plate and support the Poured concrete subfloor decking. Web foundation walls Double Top Plate Terminology: Walls Second top plate (also called “Cap Plate”) overlapping and Top/Bottom Plates tying together multiple walls. Horizontal lumber making up the top and bottom of a wall. Sheathing Components Studs OSB attached to Pre-assembled pieces Vertical lumber outside of exterior installed in walls, like spanning between top walls for strength. windows and doors. and bottom plates. Terminology: Walls Bracing Any material used to Blocking make the wall stronger. Lumber installed in a wall to Some are temporary; provide support and nailing some are permanent for something else (like intersecting walls or cabinets). King studs Terminology: Wall Components Studs framing the left and right of a window/door. Headers Jacks / Trimmers Horizontal supports Support a header. spanning over a 3’ window or door. Structural header 5’ (2) 2x8s on edge with Cripples (2) pcs 1” blueboard insulation between. Vertical supports above and below windows/doors Non-structural header (1) 2x6 on the flat. -
Hardwood-Distillation Industry
HARDWOOD-DISTILLATION INDUSTRY No. 738 Revised February 1956 41. /0111111 110 111111111111111111 t I 1, UNITED STATES DEPARTMENT OF AGRICULTURE FOREST PRODUCTS LABORATORY FOREST SERVICE MADISON 5, WISCONSIN. In Cooperation with the University of Wisconsin 1 HARDWOOD-DISTILLATION INDUSTRY— By EDWARD BEGLINGER, Chemical Engineer 2 Forest Products Laboratory, — Forest Service U. S. Department of Agriculture The major portion of wood distillation products in the United States is obtained from forest and mill residues, chiefly beech, birch, maple, oak, and ash. Marketing of the natural byproducts recovered has been concerned traditionally with outlets for acetic acid, methanol, and charcoal. Large and lower cost production of acetic acid and methanol from other sources has severely curtailed markets formerly available to the distillation in- dustry, and has in turn created operational conditions generally unfavor- able to many of the smaller and more marginal plants. Increased demand for charcoal, which is recovered in the largest amount as a plant product, now provides a compensating factor for more favorable plant operation. The present hardwood-distillation industry includes six byproduct-recovery plants. With the exception of one smaller plant manufacturing primarily a specialty product, all have modern facilities for direct byproduct re- covery. Changing economic conditions during the past 25 years, including such factors as progressively increasing raw material, equipment, and labor costs, and lack of adequate markets for methanol and acetic acid, have caused the number of plants to be reduced from about 50 in the mid- thirties to the 6 now operating. In addition to this group, a few oven plants formerly practicing full recovery have retained the carbonizing equipment and produce only charcoal. -
Designing for Durability CONTINUING EDUCATION Strategies for Achieving Maximum Durability with Wood-Frame Construction Sponsored by Rethink Wood
EDUCATIONAL-ADVERTISEMENT Designing for Durability EDUCATION CONTINUING Strategies for achieving maximum durability with wood-frame construction Sponsored by reThink Wood rchitects specify wood for many Examples of wood buildings that have (glulam), cross laminated timber (CLT), and reasons, including cost, ease and stood for centuries exist all over the world, nail-laminated timber, along with a variety A efficiency of construction, design including the Horyu-ji temple in Ikaruga, of structural composite lumber products, are versatility, and sustainability—as well as Japan, built in the eighth century, stave enabling increased dimensional stability and its beauty and the innate appeal of nature churches in Norway, including one in Urnes strength, and greater long-span capabilities. and natural materials. Innovative new built in 1150, and many more. Today, wood These innovations are leading to taller, technologies and building systems are also is being used in a wider range of buildings highly innovative wood buildings. Examples leading to the increased use of wood as a than would have been possible even 20 years include (among others) a 10-story CLT structural material, not only in houses, ago. Next-generation lumber and mass timber apartment building in Australia, a 14-story schools, and other traditional applications, products, such as glue-laminated timber timber-frame apartment in Norway, but in larger, taller, and more visionary wood buildings. But even as the use of wood is expanding, one significant characteristic of wood buildings is often underestimated: their durability. Misperceptions still exist that buildings made of materials such as concrete or steel last longer than buildings made of wood. -
Guide to Plastic Lumber Brenda Platt, Tom Lent and Bill Walsh
hhealbthy bnuilding network JUNE 2005 The Healthy Building Network’s Guide to Plastic Lumber Brenda Platt, Tom Lent and Bill Walsh A report by The Healthy Building Network. A project of the Institute for Local Self-Reliance 927 15th Street, NW, 4th Fl. — Washington, DC 20005 — www.healthybuilding.net About the Institute for Local Self-Reliance Since 1974, the Institute for Local Self-Reliance (ILSR) has advised citizens, activists, policymakers, and entrepreneurs on how to design and implement state-of-the-art recycling technologies, policies, and programs with a view to strengthening local economies. ILSR’s mission is to provide the conceptual framework, strategies, and information to aid the creation of ecologically sound and economically equitable communities. About the Healthy Building Network A project of ILSR since 2000, the Healthy Building Network (HBN) is a network of national and grassroots organizations dedicated to achieving environmental health and justice goals by transforming the building materials market in order to decrease health impacts to occupants in the built environment – home, school and workplace – while achieving global environmental preservation. HBN’s mission is to shift strategic markets in the building and construction industry away from what we call worst in class building materials, and towards healthier, commercially available alternatives that are competitively priced and equal or superior in performance. Healthy Building Network Institute for Local Self-Reliance 927 15th Street, NW, 4th Floor Washington, DC 20005 phone (202) 898-1610 fax (202) 898-1612 general inquiries, e-mail: [email protected] plastic lumber inquiries, e-mail: [email protected] www.healthybuilding.net Copyright © June 2005 by the Healthy Building Network. -
Timber Planking, Puncheon and Boardwalk Structures
California State Parks Trails Handbook Chapter 15. Timber Planking, Puncheons, and Boardwalks ................................. 15-1 15.1. Best Management Practices ....................................................................... 15-2 15.2. Timber Planking .......................................................................................... 15-2 15.2.1. Applications ............................................................................................ 15-2 15.2.2. Construction ........................................................................................... 15-3 15.3. Puncheons ................................................................................................... 15-4 15.3.1. Applications ............................................................................................ 15-4 15.3.2. Construction ........................................................................................... 15-9 15.3.3. Curved Puncheons ............................................................................... 15-26 15.3.3.1. Parallel Mudsills ........................................................................... 15-31 15.3.3.2. Flared Mudsills ............................................................................. 15-31 15.3.4. Equestrian Puncheons.......................................................................... 15-32 15.4. Boardwalks ................................................................................................ 15-35 15.4.1. Applications ......................................................................................... -
REPOWERING MONTANA a Blueprint for Home Grown Energy Self-Reliance
REPOWERING MONTANA A Blueprint for Home Grown Energy Self-Reliance HOW ALL OF MONTANA’S POWER NEEDS CAN BE MET USING CONSERVATION AND CLEAN, RENEWABLE ENERGY WHILE CREATING JOBS, SAVING MONEY, AND REVITALIZING RURAL AND URBAN COMMUNITIES. Third Edition • Published by: Alternative Energy Resources Organization (AERO) 432 Last Chance Gulch • Helena, Montana 59601 www.aeromt.org • 406.443-7272 • Copyright © AERO 2008 AUTHORS: PRODUCTION: Cliff Bradley - Missoula and Bozeman, Montana Marita Martiniak Microbiologist, co-owner of Montana Microbial Products. Works on ethanol, bio-diesel, methane, farm-based energy systems. COORDINATION: Involved in issues of agricultural globalization, poverty and Jim Barngrover, Jonda Crosby, hunger. Peace activist. AERO Ag and Energy Task Forces. Ben Brouwer Tom Butts - Helena, Montana Self-employed professional wildlife biologist with long interest SPECIAL THANKS: in renewable energy, organic gardening, and reducing greenhouse Harry Blazer, Paul Cartwright, gas emissions. Writer, website builder. Member of the AERO Jeanne Charter, Kye Cochran, Energy Task Force. Sailboat afficionado. Doug Crabtree, Patrick Dawson, Russ Doty, Richard Freeman, Pat Dopler - Red Lodge, Montana Jeffrey Funk, Dick Jaffe, Owner of Dopler Solar, a company that sells and installs products Pat Judge, Jane Kile, Margaret for energy-efficient houses and incorporates passive and active MacDonald, David Morris, solar, wind and other advanced technologies. Longtime AERO Glee Murray, Lance Olsen, Ellen member, serves on Energy Task Force and AERO Board. Pfister, John Smillie, Anais Starr, Gloria Flora - Helena, Montana AERO’s Energy Task Force, and Founder, Sustainable Obtainable Solutions (SOS) focusing on many friends and allies for sustainable land and energy management. Writer, lecturer, inspiration, insight, critiques, consultant, editor.