Advanced Framing CONSTRUCTION GUIDE Advanced Framing Construction Guide
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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. -
Residential I-Joist & LVL Installation Guide
Engineered Wood Products Wood—the miracle material. Wood is the right choice for a host of construction applications. It is the earth’s natural, energy efficient and renewable building material. Engineered wood is a better use of wood. The miracle in today’s wood products is that they make more efficient use of the wood fiber resource to make stronger plywood, oriented strand board, I-joists, glued laminated timbers and laminated veneer lumber. That’s good for the environment and good for designers seeking strong, efficient and striking building design. A few facts about wood. We’re growing more wood every day. Forests fully cover one-third of the United States’ and one-half of Canada’s land mass. Residential I-Joist & LVL American landowners plant more than two billion trees every year. In addition, millions of trees seed naturally. The forest products industry, which comprises about 15 percent of forestland ownership, is INSTALLATION responsible for 41 percent of replanted forest acreage. That works out to more than one billion trees a year, or about three million trees planted every day. This high rate of replanting accounts for the fact that each year, 27 percent more timber is grown than is harvested. Canada’s replanting record shows a fourfold increase in the number of trees planted between 1975 and 1990. GUIDE Life Cycle Assessment shows wood is the greenest building product. A 2004 CORRIM study gave scientific validation to the strength of wood as a green building product. In examining building products’ life cycles—from extraction of the raw material to demolition of the building at the end of its long lifespan—CORRIM found that wood was better for the environment than steel or concrete in terms of embodied energy, global warming potential, air emissions, water emissions, and solid waste production. -
LP Solidstart LVL Technical Guide
U.S. Technical Guide L P S o l i d S t a r t LV L Technical Guide 2900Fb-2.0E Please verify availability with the LP SolidStart Engineered Wood Products distributor in your area prior to specifying these products. Introduction Designed to Outperform Traditional Lumber LP® SolidStart® Laminated Veneer Lumber (LVL) is a vast SOFTWARE FOR EASY, RELIABLE DESIGN improvement over traditional lumber. Problems that naturally occur as Our design/specification software enhances your in-house sawn lumber dries — twisting, splitting, checking, crowning and warping — design capabilities. It ofers accurate designs for a wide variety of are greatly reduced. applications with interfaces for printed output or plotted drawings. Through our distributors, we ofer component design review services THE STRENGTH IS IN THE ENGINEERING for designs using LP SolidStart Engineered Wood Products. LP SolidStart LVL is made from ultrasonically and visually graded veneers arranged in a specific pattern to maximize the strength and CODE EVALUATION stifness of the veneers and to disperse the naturally occurring LP SolidStart Laminated Veneer Lumber has been evaluated for characteristics of wood, such as knots, that can weaken a sawn lumber compliance with major US building codes. For the most current code beam. The veneers are then bonded with waterproof adhesives under reports, contact your LP SolidStart Engineered Wood Products pressure and heat. LP SolidStart LVL beams are exceptionally strong, distributor, visit LPCorp.com or for: solid and straight, making them excellent for most primary load- • ICC-ES evaluation report ESR-2403 visit www.icc-es.org carrying beam applications. • APA product report PR-L280 visit www.apawood.org LP SolidStart LVL 2900F -2.0E: AVAILABLE SIZES b FRIEND TO THE ENVIRONMENT LP SolidStart LVL 2900F -2.0E is available in a range of depths and b LP SolidStart LVL is a building material with built-in lengths, and is available in standard thicknesses of 1-3/4" and 3-1/2". -
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 -
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. -
TECO Design and Application Guide Is Divided Into Four Sections
Structural Design and Plywood Application Guide INTRODUCTION Plywood as we know it has been produced since early in the 20th century. It has been in widespread use as sheathing in residential and commercial construction for well over 50 years and has developed a reputation as a premium panel product for both commodity and specialty applications. Structural plywood products give architects, engineers, designers, and builders a broad array of choices for use as subfloors, combination floors (i.e. subfloor and underlayment), wall and roof sheathing. Besides the very important function of supporting, resisting and transferring loads to the main force resisting elements of the building, plywood panels provide an excellent base for many types of finished flooring and provide a flat, solid base upon which the exterior wall cladding and roofing can be applied. This TECO Design and Application Guide is divided into four sections. Section 1 identifies some of the basics in selecting, handling, and storing plywood. Section 2 provides specific details regarding the application of plywood in single or multilayer floor systems, while Section 3 provides similar information for plywood used as wall and roof sheathing. Section 4 provides information on various performance issues concerning plywood. The information provided in this guide is based on standard industry practice. Users of structural-use panels should always consult the local building code and information provided by the panel manufacturer for more specific requirements and recommendations. -
Molding-Program.Pdf
Moulding Program Conestoga offers several different moulding programs for your convenience. Minimum Maximum Lead-Time, Program Selection Species Grade Order Quantity Order Quantity Days Stock Choice 1 piece 25 pieces* 3 8 ft. Standard Profiles Non-stock Choice 1 piece None 10 10 ft. Standard Veneer Wrapped Profiles Stock Veneer 1 piece None 3 12 ft. Standard Profiles Non-stock Choice 1 piece None 10 8 ft. Non-standard and Special Order Profiles Any Choice 1 piece** None 10 12 ft. Non-standard and Special Order Profiles Any Choice 1 piece** None 10 Random Length Cabinet Framing/S4S Any Prime 100 ft. None 10 *Maximum stock order per specific profile and specie is 25 pieces. Orders exceeding 25 pieces require 10 day lead-time. **Non-standard profile orders of less than 100 lineal feet will incur a set-up charge. Solid Wood Moulding Specifications • Eight foot standard and non-standard mouldings will be shipped 94" to 97" in length. • Ten foot standard veneer wrapped moulding will be shipped 118" to 122" in length. • Twelve foot standard and non-standard mouldings will be shipped 142" to 146" in length. • Natural specie characteristics that exhibit the character and beauty of wood will be evident on mouldings. These characteristics will include, but not be limited to, color variations, heartwood, sapwood, pin knots, worm holes and surface and end checks. Conestoga specifications do not allow these characteristics to affect structural integrity of the mouldings. • Natural characteristics that become evident through machining, environmental or atmospheric conditions such as minor bows, twists and crooks, may be evident but will not affect product quality or impede workability. -
Creating a Timber Frame House
Creating a Timber Frame House A Step by Step Guide by Brice Cochran Copyright © 2014 Timber Frame HQ All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, recording or otherwise, without the prior written permission of the author. ISBN # 978-0-692-20875-5 DISCLAIMER: This book details the author’s personal experiences with and opinions about timber framing and home building. The author is not licensed as an engineer or architect. Although the author and publisher have made every effort to ensure that the information in this book was correct at press time, the author and publisher do not assume and hereby disclaim any liability to any party for any loss, damage, or disruption caused by errors or omissions, whether such errors or omissions result from negligence, accident, or any other cause. Except as specifically stated in this book, neither the author or publisher, nor any authors, contributors, or other representatives will be liable for damages arising out of or in connection with the use of this book. This is a comprehensive limitation of liability that applies to all damages of any kind, including (without limitation) compensatory; direct, indirect or consequential damages; income or profit; loss of or damage to property and claims of third parties. You understand that this book is not intended as a substitute for consultation with a licensed engineering professional. Before you begin any project in any way, you will need to consult a professional to ensure that you are doing what’s best for your situation. -
2007 Permanent Wood Foundation Design Specification
2007 EDITION ANSI/AF&PA PWF-2007 Approval Date: AUGUST 7, 2007 PWF PERMANENT WOOD FOUNDATION DESIGN SPECIFICATION WITH COMMENTARY American Forest & Paper Association American Wood Council Updates and Errata While every precaution has been taken to ensure the accuracy of this document, errors may have occurred during development. Updates or Errata are posted to the American Wood Council website at www.awc.org. Technical inquiries may be addressed to [email protected]. The American Wood Council (AWC) is part of the wood products group of the American Forest & Paper Association (AF&PA). AF&PA is the national trade association of the forest, paper, and wood products industry, representing member companies engaged in growing, harvesting, and processing wood and wood fiber, manufacturing pulp, paper, and paperboard products from both virgin and recycled fiber, and producing engineered and traditional wood products. For more information see www.afandpa.org. Copyright © American Wood Council. Downloaded/printed pursuant to License Agreement. No further reproductions authorized. PERMANENT WOOD FOUNDATION i 2007 Edition ANSI/AF&PA PWF-2007 Approval Date: AUGUST 7, 2007 PWF PERMANENT WOOD FOUNDATION DESIGN SPECIFICATION WITH COMMENTARY Copyright © 2007, 2009 American Forest & Paper Association, Inc. Copyright © American Wood Council. Downloaded/printed pursuant to License Agreement. No further reproductions authorized. AMERICAN FOREST & PAPER ASSOCIATION ii PERMANENT WOOD FOUNDATION Permanent Wood Foundation Design Specification with Commentary -
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.