Deck Framing Connection Guide
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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. -
Technical Notes
Strong-Rod™ Systems SEISMIC AND WIND RESTRAINT SYSTEMS GUIDE 800-999-5099 | www.strongtie.com Seismic and High-Wind Restraint Systems NEES-Soft test validates seismic retrofit solutions for soft-story buildings. Your Full-Solution Partner Simpson Strong-Tie introduces the Strong-Rod™ continuous rod tiedown system for light-frame, multi-story wood construction. Our Strong-Rod Anchor Tiedown System for shearwall overturning restraint and Strong-Rod Uplift Restraint System for roofs address many of the design challenges speciically associated with multi-story buildings that must withstand seismic activity or wind events. Multi-story structures require a variety of special design considerations, and having a reliable, highly knowledgeable design partner is critical to keeping projects on time and within budget. No company knows light- frame wood construction better than Simpson Strong-Tie, and we have everything you need to design your building. Code-listed components and systems that come with unmatched testing and design expertise are your formula for success. Let Simpson Strong-Tie be your partner in designing the safest building possible with materials suited speciically for the application, making installation easier and costs lower. To ind out how we can help you, visit us at www.strongtie.com/srscontact or call 800-999-5099. Company Proile For nearly 60 years, Simpson Strong-Tie has focused on creating structural products that help people build safer and stronger homes and buildings. A leader in structural systems research and technology, Simpson Strong-Tie is one of the largest suppliers of structural building products in the world. The Simpson Strong-Tie commitment to product development, engineering, testing and training is evident in the consistent quality and delivery of its products and services. -
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 -
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). -
Trussed Rafter Technical Guide
TRUSSED RAFTERS have proved to be an efficient, safe and economical method for supporting roofs since their introduction into the UK in 1964. They are manufactured by specialised timber engineering companies, who supply to all sections of the construction industry. Developments have been extensive, and today complex roofscapes are easily formed with computer designed trussed rafters. With the continuing trend toward individualism in domestic house styling, let alone the reflection of this in new inner city estates, the facility to introduce variations to the standard designs is vital. The provision of many character differences by designing and then constructing L returns, doglegs and hips for example, satisfies the inherent need for individuality at affordable prices. Economical roofing solutions for many commercial, industrial and agricultural buildings; hospitals, army barracks and supermarket complexes, are achieved by the expeditious installation of trussed rafters. Experienced roof designers and trussed rafter manu- facturers are therefore in an ideal position to assist the architect or specifier in achieving affordable solutions throughout the building industry. Simply provide a brief sketch or description of that being considered, including alternatives, and we will do the rest. The whole roof is designed and specified using state-of-the-art computer aided technology supplied by Wolf Systems. We can also arrange for one of our specialists to visit and advise you. This technical manual highlights some of the basic structural arrangements and assembly information you may require. In addition, we can offer technical expertise and experience in a comprehensive advisory service to clients, from initial sketch to completed trussed rafters. 1 Technical Data Design Trusses are designed in accordance with the current Code of Practice, which is BS 5268: Part 3, and the relevant Building Regulations. -
Builder's Guide to Trusses
Table of Contents Roof Construction Techniques: Pro’s and Con’s . 2 Trusses: Special Benefits for Architects and Engineers . 4 Special Benefits for Contractors and Builders . 5 Special Benefits for the Owner. 5 How Does A Truss Work? . 6 Typical Framing Systems. 8 Gable Framing Variations . 11 Hip Set Framing Variations . 13 Additional Truss Framing Options Valley Sets . 15 Piggyback Trusses . 17 Typical Truss Configurations . 18 Typical Truss Shapes. 20 Typical Bearing / Heel Conditions Exterior Bearing Conditions. 21 Crushing at the Heel . 22 Trusses Sitting on Concrete Walls . 22 Top Chord Bearing. 23 Mid-Height Bearing . 23 Leg-Thru to the Bearing. 23 Tail Bearing Tray. 24 Interior Bearing Conditions . 24 Typical Heel Conditions. 25 Optional End Cosmetics Level Return. 25 Nailer . 25 Parapet. 26 Mansard . 26 Cantilever. 26 Stub . 26 Bracing Examples . 27 Erection of Trusses . 29 Temporary Bracing . 30 Checklist for Truss Bracing Design Estimates . 32 Floor Systems . 33 Typical Bearing / Heel Conditions for Floor Trusses Top Chord, Bottom Chord, and Mid-Height Bearing. 34 Interior Bearing Conditions . 35 Ribbon Boards, Strongbacks and Fire Cut Ends . 36 Steel Trusses . 37 Ask Charlie V. 38 Charlie’s Advice on Situations to Watch Out for in the Field. 41 Glossary of Terms. 42 Appendix - References. 48 1 Builders, Architects and Home Owners today have many choices about what to use in roof and floor systems Traditional Stick Framing – Carpenters take 2x6, Truss Systems – in two primary forms: 2x8, 2x10 and 2x12 sticks of lumber to the job • Metal Plate Connected Wood Trusses – site. They hand cut and fit this lumber together Engineered trusses are designed and into a roof or floor system.