Joinery, Cabinet-Making, Carpentry
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Flier: Deck Connection and Fastening Guide (F-DECKCODE13)
Deck Connection and Fastening Guide RECOMMENDATIONS FOR THE CONSTRUCTION OF CODE-COMPLIANT DECKS 800-999-5099 | www.strongtie.com Contents Introduction — Improperly Built Decks Can Be Dangerous .............3 Code Concerns ..............................................4 Critical Deck Connections ......................................5 Existing Decks: Retrofit or Replace .............................6–7 Ledger Attachment ...........................................8 Lateral Load Connection .......................................9 Footings ...................................................10 Visit the Deck Center at Post Bases ..............................................11–12 Beam-to-Post Connections ....................................13 www.strongtie.com/deckcenter Joists Terminating into Beam/Ledger. 14 Everything You Need in One Place Joists Bearing on a Beam .....................................15 Railing Post-to-Deck Framing .................................16 We have brought together all of our Stair Stringers & Treads ......................................17 information and training on building Selecting Connectors and Fasteners ............................18 stronger, safer decks in one location Stainless-Steel Connectors ...................................19 Correct Fasteners for Use with Simpson Strong-Tie Connectors .......20 to make learning easier than ever. Structural Wood Fastening ....................................21 Corrosion-Resistant Fasteners for Decking ....................22–23 Quik Drive Auto-Feed Screw Driving -
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. -
Itening Guide
itening Guide There are three essential tasks involved in the making of any woodwork project. The first is to cut out and shape the components; the second is the joining of those components; and the third and final task is the finishing of the article. This appendix provides you with information about the best ways to fasten your workpieces together, to ensure your project's long life. The options are between adhesives, nails, screws and bolts. NAILS Nailing is a quick, efficient and economical way of joining timber. lf the correct nails are chosen, there is no reason why the joints should not be durable. Timber framed houses, with most of the framing just nailed together, have stood the test of time. The listing of nail types that follows provides an overview of commonly used nails. This listing is not complete - nails exist for specific purposes such as boat-building, but these are outside the requirements of the normal handyman. _ Nail Types: Gommon Bullet Head: Used for hardwood framing and general fixing. Flat Head: Used for softwood framing, fixing softwoods or anywhere bullet heads would tend to pull through. Wire Brads: Small bullet head nails, used for attaching decorative mouldings. Clouts: Small nails with a relatively large flat head, used for attaching thin sheet material. Nail Types: Special Purpose Tacks: Used principally for upholstery; commonly blue- black in colour. Panel Pins: Used for fixing plywood panelling to timber framing; "brown" plated. Hardboard Nails: Used to attach hardboard ("masonite"); generally zinc plated. Plaster Board Used for fixing plasterboard to timber framing; Nails: zinc plated. -
Wood Identification and Chemistry' Covers the Physicalproperties and Structural Features of Hardwoods and Softwoods
11 DOCUMENT RESUME ED 031 555 VT 007 853 Woodworking Technology. San Diego State Coll., Calif. Dept. of Industrial Arts. Spons Agency-Office of Education (DHEA Washington, D.C. Pub Date Aug 68 Note-252p.; Materials developed at NDEA Inst. for Advanced Studyin Industrial Arts (San Diego, June 24 -Au9ust 2, 1968). EDRS Price MF -$1.00 He -$13.20 Descriptors-Curriculum Development, *Industrial Arts, Instructional Materials, Learning Activities, Lesson Plans, Lumber Industry, Resource Materials, *Resource Units, Summer Institutes, Teaching Codes, *Units of Study (Sublect Fields), *Woodworking Identifiers-*National Defense Education Act TitleXIInstitute, NDEA TitleXIInstitute, Woodworking Technology SIX teaching units which were developed by the 24 institute participantsare given. "Wood Identification and Chemistry' covers the physicalproperties and structural features of hardwoods and softwoods. "Seasoning" explainsair drying, kiln drying, and seven special lumber seasoning processes. "Researchon Laminates" describes the bending of solid wood and wood laminates, beam lamination, lamination adhesives,. andplasticlaminates."Particleboard:ATeachingUnitexplains particleboard manufacturing and the several classes of particleboard and theiruses. "Lumber Merchandising" outhnes lumber grades andsome wood byproducts. "A Teaching Unitin Physical Testing of Joints, Finishes, Adhesives, and Fasterners" describes tests of four common edge pints, finishes, wood adhesives, and wood screws Each of these units includes a bibhography, glossary, and student exercises (EM) M 55, ...k.",z<ONR; z _: , , . "'zr ss\ ss s:Ts s , s' !, , , , zs "" z' s: - 55 Ts 5. , -5, 5,5 . 5, :5,5, s s``s ss ' ,,, 4 ;.< ,s ssA 11111.116; \ ss s, : , \s, s's \ , , 's's \ sz z, ;.:4 1;y: SS lza'itVs."4,z ...':',\\Z'z.,'I,,\ "t"-...,,, `,. -
2011-066.Pdf
Lowes Deck Design For Bob Print this document and take it to your local Lowe's. One of our associates will help you find the materials you need. All rights reserved copyright ©2011 DIY Technologies Deck layout diagram Top view without planks Bottom view with planks Top view with planks All rights reserved copyright ©2011 DIY Technologies Page 2 Deck Part Identification Baluster The vertical pieces of a railing spaced at regular intervals between posts. Beam A horizontal framing piece, which rests on posts and supports joists. Decking The boards used to make the walking surface of the deck Joist A horizontal frame piece that supports the decking and spreads the weight over the beams Ledger A horizontal strip that connects the deck to the house. Concrete Pier A vertical piece of concrete, used as a footing to support a post. Post A vertical framing piece, used to support a beam or a joist. Riser The board attached to the verticcal cut surface of a stair stringer. Stringer The diagonal board used to support treads and risers on a stairway. Tread The horizontal surface of a stair, perpendicular to the riser. Bottom Rail The lower horizontal piece that connects rail posts Top Rail The upper horizontal piece that connects rail posts Cap Rail The top horizontal trim on railing. Rail Post The vertical posts connected to the deck framing, to which railing is secured. All rights reserved copyright ©2011 DIY Technologies Page 3 Installation Checklist Building code and zoning requirements Check deed restrictions, building codes and/or zoning laws to make sure your deck complies. -
Patio Cover Handout
Community Development 16000 N. Civic Center Plaza Surprise, AZ 85374 Ph. 623-222-3000 Fax 623-222-3001 TTY: 623-222-1002 Patio Covers Patio covers are one-story, roofed or lattice structures not exceeding 12’ feet in height. Patio covers shall be used only for recreational outdoor living purposes and not as carports, garages, storage rooms, or habitable rooms. A building permit is required for all patio covers. Patio covers shall be permitted to be detached from or attached to a dwelling. Detached patio covers may require engineered design. Patio covers must be located a minimum of 5’ from the property line. Patio covers must also comply with the required zoning setbacks for the subdivision. For zoning information call 623-222-3183. If the project is located within a subdivision that has a homeowners association (HOA), it is recommended to secure architectural review prior to proceeding with the application. The City does not enforce or review provisions of the covenant, conditions, and restrictions (CC&Rs) of the HOA. Construction Specifications Footings Patio covers may require footings. Patio cover columns that carry 750 pounds or less can be placed on an approved 3.5” concrete patio slab. Patio cover columns that carry loads in excess of 750 pounds will require footings. Concrete footings must have a minimum compressive strength of 2500 psi and the minimum footing size for each post location is 12" x 12” x 6” and placed a minimum of 12" below the undisturbed ground surface. o Specify the footing size for each post location. Lumber and Connectors Commonly used lumber is Douglas Fir-Larch No. -
I-^ UNITED STATES DEPARTMENT of AGRICULTURE FOREST SERVICE
HOUSE i-^ UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE AGRICULTURE HANDBOOK NO.73 (,■ ^ By L. O. ANDERSON and O. C. HEYER, engineers Forest Products Laboratory • Forest Service Agriculture Handbook No. 73, February 1955 U. S. DEPARTMENT OF AGRICULTURE • WASHINGTON, D. C. For sale by the Superintendent of Documents, U. S. Government Printing Office Washington 25, D. C. - Price 65 cents (Paper cover) ACKNOWLEDGMENT THIS publication was prepared by the Forest Products Laboratory as a project under the housing research program of the Office of the Administrator, Housing and Home Finance Agency, authorÍ2;ed by Title III of the Housing Act of 1948, as-amended, through agree- ment with the Forest Products Laboratory, Forest Service. Special acknowledgment is made to W. A. Russell, structural engineer, technical staff, Housing and Home Finance Agency- The preparation of this manual was under the direct supervision of L. V. Teesdale and the overall supervision of R. F. Luxford of the Laboratory staff. Other staff members who contributed mate- rially were M. E. Dunlap, who made valuable review suggestions; F. L. Browne, author of the section on paints; the late Arthur Van Kleeck, author of the section on fire preventive measures; and C. S. Moses, author of the section on decay and termites. (II) CONTENTS Page Page Introduction 1 Wall sheathing 47 Location and excavation 1 Types of sheathing 48 Condition at site 1 Corner bracing 49 Placement of the house 2 Installation of sheathing 49 Height of foundation walls 3 Roof sheathing 53 Excavation -
Leveraging Industrial Heritage in Waterfront Redevelopment
University of Pennsylvania ScholarlyCommons Theses (Historic Preservation) Graduate Program in Historic Preservation 2010 From Dockyard to Esplanade: Leveraging Industrial Heritage in Waterfront Redevelopment Jayne O. Spector University of Pennsylvania, [email protected] Follow this and additional works at: https://repository.upenn.edu/hp_theses Part of the Historic Preservation and Conservation Commons Spector, Jayne O., "From Dockyard to Esplanade: Leveraging Industrial Heritage in Waterfront Redevelopment" (2010). Theses (Historic Preservation). 150. https://repository.upenn.edu/hp_theses/150 Suggested Citation: Spector, Jayne O. (2010). "From Dockyard to Esplanade: Leveraging Industrial Heritage in Waterfront Redevelopment." (Masters Thesis). University of Pennsylvania, Philadelphia, PA. This paper is posted at ScholarlyCommons. https://repository.upenn.edu/hp_theses/150 For more information, please contact [email protected]. From Dockyard to Esplanade: Leveraging Industrial Heritage in Waterfront Redevelopment Abstract The outcomes of preserving and incorporating industrial building fabric and related infrastructure, such as railways, docks and cranes, in redeveloped waterfront sites have yet to be fully understood by planners, preservationists, public administrators or developers. Case studies of Pittsburgh, Baltimore, Philadelphia/ Camden, Dublin, Glasgow, examine the industrial history, redevelopment planning and approach to preservation and adaptive reuse in each locale. The effects of contested industrial histories, -
Carpentry II EN5156
SUBCOURSE EDITION EN5156 B CARPENTRY II CARPENTRY II Subcourse EN5156 EDITION B United States Army Engineer School Fort Leonard Wood, Missouri 65473 6 Credit Hours Edition Date: November 1995 SUBCOURSE OVERVIEW Carpentry is the art or science of measuring, cutting, fitting, and assembling wood and other materials to construct buildings or other structures. Many people associate carpenters with wood and other building materials and tools. They assume carpenters build only homes and other relatively small structures. Of course, this is not true. Carpenters work not only with wood but also with metals, plastic, and other synthetic materials. The carpentry trade includes skills required to construct buildings, bridges, docks, and wharf. Work must be accomplished in a manner consistent with environmental laws and regulations There are no prerequisites for this subcourse. This subcourse reflects current doctrine when this subcourse was prepared. In your own work, always refer to the latest publications. Unless otherwise stated, the masculine gender of singular pronouns is used to refer to both men and women. TERMINAL LEARNING OBJECTIVE: The Carpentry II subcourse, (Carpentry/Masonry Specialist, Military Occupational Specialty (MOS) 51B, Skill Levels 1 and 2), will provide you with enough knowledge to construct floor systems, stairs, wall systems (including the installation of windows and door), and roof systems of wooden structures. This subcourse is presented in three lessons. At the end of these lessons, you will be able to take a set of construction drawings and construct a wood-frame building ACTION: You will describe the construction of floor, wall, stair, and roof systems and the installation of doors and windows. -
Wood Connections That Typically Use Nails, Bolts, and Some Specialty Hardware
CHAPTER 7 Connections 7.1 General The objectives of connection design are • to transfer loads resisted by structural members and systems to other parts of the structure to form a “continuous load path”; • to secure nonstructural components and equipment to the building; and • to fasten members in place during construction to resist temporary loads during installation (i.e., finishes, sheathing, etc.). Adequate connection of the framing members and structural systems covered in Chapters 4, 5, and 6 is a critical design and construction consideration. Regardless of the type of structure or type of material, structures are only as strong as their connections, and structural systems can behave as a unit only with proper interconnection of the components and assemblies; therefore, this chapter is dedicated to connections. A connection transfers loads from one framing member to another (i.e., a stud to a top or bottom plate) or from one assembly to another (i.e., a roof to a wall, a wall to a floor, and a floor to a foundation). Connections generally consist of two or more framing members and a mechanical connection device such as a fastener or specialty connection hardware. Adhesives are also used to supplement mechanical attachment of wall finishes or floor sheathing to wood. This chapter focuses on conventional wood connections that typically use nails, bolts, and some specialty hardware. The procedures for designing connections are based on the National Design Specification for Wood Construction (NDS) (AF&PA, 1997). The chapter also addresses relevant concrete and masonry connections in accordance with the applicable provisions of Building Code Requirements for Structural Concrete (ACI-318) and Building Code Requirements for Masonry Structures (ACI-530)(ACI, 1999a; ACI 1999b). -
Deck Framing Connection Guide
Deck Framing Connection Guide RECOMMENDATIONS FOR THE CONSTRUCTION OF CODE-COMPLIANT DECKS 800-999-5099 | www.strongtie.com Contents Introduction – Improperly Built Decks Can Be Dangerous. 3 Critical Deck Connections. 4 Existing Decks: Retrofit or Replace. .5 Selecting Connectors and Fasteners: Corrosion Issues. .6 Stainless-Steel Connectors and Fasteners . 7 Ledger Attachment. .8 Lateral Load Connection. .9 Footings. .10 Post Bases. .12 Beam-to-Post Connections. 13 Joists Terminating into Beam/Ledger . .14 Joists Bearing on a Beam. .15 Railing Post-to-Deck Framing . .16 Stair Stringers & Treads. 17 Fastening Deck Boards. .18 A Word About Building Codes This guide recommends connectors and fasteners for deck for details. Check with your local building department to verify construction that may meet the requirements of the 2006 what building codes have been adopted in your area. International Building Code® and the 2006 International Selection of products based upon performance and/or Residential Code®. The information contained here is a suitability for a specific application should be made by a summary of the requirements of these codes as they pertain qualified professional. Simpson Strong-Tie recommends that to the connections highlighted in this guide. The building codes contain other requirements regarding aspects of deck deck designs are approved by the local building department construction that are not addressed here, check the codes before construction begins. International Building Code and International Residential Code are registered trademarks of their respective organizations. LIMITED WARRANTY Simpson Strong-Tie Company Inc. warrants catalog products to be free from defects in and the condition of the soils involved, damage may nonetheless result to a structure material or manufacturing. -
Treadle Powered Machines by Pat Ryan
NUMBER 183 MARCH 2016 A Journal of Tool Collecting published by CRAFTS of New Jersey I think just about Treadle Powered Machines around it. This turns a anyone that collects, uses By Pat Ryan wheel on the machine on or studies tools in any way the table above that powers will stop and take a closer look the machine. Most foot powered at a hand or foot powered ma- machines have a fly wheel. Notice chine when they come across I call them a fly wheel instead of a one. I find them very interesting, pulley. A fly wheel is heavy cast especially when one understands iron that once turning provides the workings involved in getting momentum for the machine to the machine to work properly. power through its cut. Of course Thus I find myself intrigued in many are powered by a different the history of the machine and method. For example, some of the the company that made it during fly wheels are powered by a rod or the early American Industrial bar that is pushed back and forth Revolution. to make it turn. Some have pad- Foot powered machines dles that are pumped up and down are commonly called “treadle such as W. C. Young and Seneca machines”. Treadle machine is Falls. Some companies like W. F. more of a generic term used for a & B. Barns used the velocipede or foot powered machine. Although bicycle peddles method to power many times they are “treadle”, Star treadle scroll saw by Miller Falls the fly wheel. Most hand powered many times they are not.