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BUILDING CONSTRUCTION NOTES.Pdf
10/21/2014 BUILDING CONSTRUCTION RIO HONDO TRUCK ACADEMY Why do firefighters need to know about Building Construction???? We must understand Building Construction to help us understand the behavior of buildings under fire conditions. Having a fundamental knowledge of buildings is an essential component of the decisiondecision--makingmaking process in successful fireground operations. We have to realize that newer construction methods are not in harmony with fire suppression operations. According to NFPA 1001: Standard for FireFighter Professional Qualifications Firefighter 1 Level ––BasicBasic Construction of doors, windows, and walls and the operation of doors, windows, and locks ––IndicatorsIndicators of potential collapse or roof failure ––EffectsEffects of construction type and elapsed time under fire conditions on structural integrity 1 10/21/2014 NFPA 1001 Firefighter 2 Level ––DangerousDangerous building conditions created by fire and suppression activities ––IndicatorsIndicators of building collapse ––EffectsEffects of fire and suppression activities on wood, masonry, cast iron, steel, reinforced concrete, gypsum wallboard, glass and plaster on lath Money, Money, Money….. Everything comes down to MONEY, including building construction. As John Mittendorf says “ Although certain types of building construction are currently popular with architects, modern practices will be inevitably be replaced by newer, more efficient, more costcost--effectiveeffective methods ”” Considerations include: ––CostCost of Labor ––EquipmentEquipment -
Gable Shed Building Guide by John Shank, Owner of Shedking, LLC 2016
Shedking's Gable Shed Building Guide by John Shank, owner of shedking, LLC 2016 This shed building guide should be used in conjunction with the gable shed plans available at my website shedking.net . These sheds can be used to build storage sheds, chicken coops, playhouses, tiny houses, garden sheds and much more! I have tried to make this guide as simple as possible, and I have tried to make my building plans as comprehensive and easy as possible to follow and understand. If at any time anything presented in the plans or building guide is not clear to you please contact me at [email protected]. As I always advise, please get a building permit and have your plans inspected and gone over by your local building inspector. Many counties in the United States do not require a permit for structures under a certain square footage, but it is still very wise to get the advise of your local building department no matter what the size of the structure. Email: [email protected] 1 Copyright 2016shedking.net If after purchasing a set of my plans and you want to know if they are good for your county, I won't be able to answer that question! All my plans are written utilizing standard building practices, but I cannot write my plans so that they satisfy every local building code. Safety is and should be your number one concern when building any outdoor structure. Table of Contents Disclaimer....................................................................................................................3 Wooden Shed Floor Construction.....................................................................................4 -
Weights and Measures
Schedule of Values Yadkin County 2009 Architectural Terms Apartment hotel a building designed for non-transient residential use, divided into dwelling units similar to an apartment house, but having such hotel apartment hotel accommodations as room furnishings, lounges, public dining room, maid service, etc. Apartment house a multi-family residence containing three or more non-transient residential living units and generally providing them with a number of common facilities and services. Attic An unfinished or semi-finished portion of a building lying between the highest finished story and the roof and wholly within the roof framing. Basement a building story which is wholly or partly below the grade level. Bay (1) a horizontal area division of a building usually defined as the space between columns or division walls. (2) an internal recess formed by causing a wall to project beyond its general line. Bay window a window, or group of continuous windows, projecting from the main wall of a building. Beam a long structural load-bearing member which is placed horizontally or nearly so and which is supported at both ends or, infrequently, at intervals along its length. Beam, spandrel a wall beam supporting the wall, above, as well as the floor. Building any structure partially or wholly above ground which is designed to afford shelter to persons, animals, or goods. See also construction. Building, fireproof a building in which all parts carrying loads or resisting stresses and all exterior and interior walls, floors, and staircases are made of incombustible materials, and in which all metallic structural members are encased in materials which remain rigid at the highest probable temperature in case its contents are burned, or which provide ample insulation from such a temperature. -
Sealing Air Leaks and Adding Attic Insulation
For more information United States Office of Air and Radiation www.energystar.gov. Environmental (6202A) EPA 430-F-04-024 Protection Agency July 2016 Recycled/Recyclable – Printed with Vegetable Oil Based Inks on Recycled Paper (Minimum 50% Post-consumer Content) A DO-IT-YOURSELF GUIDE TO SEALING AND INSULATING WITH ENERGY STAR® SEALING AIR LEAKS AND ADDING ATTIC INSULATION CONTENTS Locating Air Leaks 1.2 Getting Started 1.4 Sealing Attic Air Leaks 1.6 Additional Sources of Air Leaks 2.1 Sealing Basement Air Leaks 3.1 Adding Attic Insulation 4.1 Sealing and Insulating your home is When you see products or services with ® one of the most cost-effective ways the ENERGY STAR label, you know they to make a home more comfortable meet strict energy efficiency guidelines and energy efficient—and you can set by the U.S. Environmental Protection do it yourself. Agency (EPA) and the U.S. Department of Energy (DOE). Since using less energy Use This Guide To: reduces greenhouse gas emissions and improves air quality, choosing ENERGY 1. Learn how to find and seal hidden STAR is one way you can do your part to attic and basement air leaks protect our planet for future generations. 2. Determine if your attic insulation is adequate, and learn how to For more information visit: add more www.energystar.gov. 3. Make sure your improvements The U.S. EPA wishes to thank The Family are done safely Handyman Magazine for their contribution 4. Reduce energy bills and help of photographs and content for this guide. -
Gable End Raking Verge Overhang Options
01/2017 GABLE END RAKING VERGE OVERHANG OPTIONS Covers raking verge using standard purlin overhang options. Covers up to 750mm overhang using standard verge outriggers. Covers up to 1200mm overhang using verge outrigger/purlin combination. OVERHANG OPTIONS • All gable end loading parameters are based on the design considerations used in NZS 3604:2011 and cover heavy roof weight, extra high wind load and snow load Sg of up to 1.0kPa. • All live load considerations as per AS/NZS 1170. • All timber to be minimum grade SG8 as defined in NZS 3604:2011. CANTILEVER PURLIN OPTION antilever Purlin or atten to extend over at least length 3 rafter/truss supports TABLE 1 PURLIN SIZE & ORIENTATION MAX. CANTILEVER LENGTH (mm) PURLIN CENTRES (mm) 45x45 200 400 70x45 300 900 90x45 450 900 CANTILEVER OUTRIGGER OPTION (Note: Maximum sidewall overhang of 750mm) (See details on next pages) TABLE 2 OUTRIGGER SIZE & ORIENTATION MAX. CANTILEVER LENGTH (mm) OUTRIGGER CENTRES (mm) 750 600 70x45 600 900 750 900 90x45 600 1200 750 400 LENGTH 750mm 90x45 MAX. CANTILEVER 600 600 CANTILEVER OUTRIGGER/PURLIN COMBINATION OPTION (Note: Maximum sidewall overhang of 1200mm) (See details on next pages) TABLE 3 OUTRIGGER SIZE & ORIENTATION MAX. CANTILEVER LENGTH (mm) OUTRIGGER CENTRES (mm) 45x45 Purlin 1200 450 90x45 Outrigger 70x45 Purlin 1200 700 90x45 Outrigger 90x45 Purlin LENGTH 1200mm 1200 900 MAX. CANTILEVER 90x45 Outrigger CONSTRUCTION DETAILS FOR CANTILEVER OUTRIGGER OPTION (SPANS & CENTRES AS PER TABLE 2) antilever length antilever length max 750mm wang to support -
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". -
Carpentry/Carpenter
Job Ready Credential Blueprint 46.0201- Carpentry/Carpenter Carpentry Code: 4215 / Version: 01 Copyright © 2017. All Rights Reserved. Carpentry General Assessment Information Blueprint Contents General Assessment Information Sample Written Items Written Assessment Information Performance Assessment Information Specic Competencies Covered in the Test Sample Performance Job Test Type: The Carpentry industry-based credential is included in NOCTI’s Job Ready assessment battery. Job Ready assessments measure technical skills at the occupational level and include items which gauge factual and theoretical knowledge. Job Ready assessments typically oer both a written and performance component and can be used at the secondary and post-secondary levels. Job Ready assessments can be delivered in an online or paper/pencil format. Revision Team: The assessment content is based on input from secondary, post-secondary, and business/industry representatives from the states of Maine, Massachusetts, Michigan, Montana, Pennsylvania, and Texas. CIP Code 46.0201- Carpentry/Carpenter Career Cluster 2- Architecture and Construction 47-2031.01 – Construction Carpenters The Association for Career and Technical Education (ACTE), the leading professional organization for career and technical educators, commends all students who participate in career and technical education programs and choose to validate their educational attainment through rigorous technical assessments. In taking this assessment you demonstrate to your school, your parents and guardians, your -
DEFINITIONS Beams and Stringers (B&S) Beams and Stringers Are
DEFINITIONS Beams and Stringers (B&S) Beams and stringers are primary longitudinal support members, usually rectangular pieces that are 5.0 or more in. thick, with a depth more than 2.0 in. greater than the thickness. B&S are graded primarily for use as beams, with loads applied to the narrow face. Bent. A type of pier consisting of two or more columns or column-like components connected at their top ends by a cap, strut, or other component holding them in their correct positions. Camber. The convex curvature of a beam, typically used in glulam beams. Cantilever. A horizontal member fixed at one end and free at the other. Cap. A sawn lumber or glulam component placed horizontally on an abutment or pier to distribute the live load and dead load of the superstructure. Clear Span. Inside distance between the faces of support. Connector. Synonym for fastener. Crib. A structure consisting of a foundation grillage and a framework providing compartments that are filled with gravel, stones, or other material satisfactory for supporting the structure to be placed thereon. Check. A lengthwise separation of the wood that usually extends across the rings of annual growth and commonly results from stresses set up in wood during seasoning. Creep. Time dependent deformation of a wood member under sustained load. Dead Load. The structure’s self weight. Decay. The decomposition of wood substance by fungi. Some people refer to it as “rot”. Decking. A subcategory of dimension lumber, graded primarily for use with the wide face placed flatwise. Delamination. The separation of layers in laminated wood or plywood because of failure of the adhesive, either within the adhesive itself or at the interface between the adhesive and the adhered. -
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. -
Beam Structures and Internal Forces
ENDS 231 Note Set 13 S2008abn Beam Structures and Internal Forces • BEAMS - Important type of structural members (floors, bridges, roofs) - Usually long, straight and rectangular - Have loads that are usually perpendicular applied at points along the length Internal Forces 2 • Internal forces are those that hold the parts of the member together for equilibrium - Truss members: F A B F F A F′ F′ B F - For any member: T´ F = internal axial force (perpendicular to cut across section) V = internal shear force T´ (parallel to cut across section) T M = internal bending moment V Support Conditions & Loading V • Most often loads are perpendicular to the beam and cause only internal shear forces and bending moments M • Knowing the internal forces and moments is necessary when R designing beam size & shape to resist those loads • Types of loads - Concentrated – single load, single moment - Distributed – loading spread over a distance, uniform or non-uniform. 1 ENDS 231 Note Set 13 S2008abn • Types of supports - Statically determinate: simply supported, cantilever, overhang L (number of unknowns < number of equilibrium equations) Propped - Statically indeterminate: continuous, fixed-roller, fixed-fixed (number of unknowns < number of equilibrium equations) L Sign Conventions for Internal Shear and Bending Moment Restrained (different from statics and truss members!) V When ∑Fy **excluding V** on the left hand side (LHS) section is positive, V will direct down and is considered POSITIVE. M When ∑M **excluding M** about the cut on the left hand side (LHS) section causes a smile which could hold water (curl upward), M will be counter clockwise (+) and is considered POSITIVE. -
A Simple Beam Test: Motivating High School Teachers to Develop Pre-Engineering Curricula
Session 2326 A Simple Beam Test: Motivating High School Teachers to Develop Pre-Engineering Curricula Eric E. Matsumoto, John R. Johnston, E. Edward Dammel, S.K. Ramesh California State University, Sacramento Abstract The College of Engineering and Computer Science at California State University, Sacramento has developed a daylong workshop for high school teachers interested in developing and teaching pre-engineering curricula. Recent workshop participants from nine high schools performed “hands-on” laboratory experiments that can be implemented at the high school level to introduce basic engineering principles and technology and to inspire students to study engineering. This paper describes one experiment that introduces fundamental structural engineering concepts through a simple beam test. A load is applied at the center of a beam using weights, and the resulting midspan deflection is measured. The elastic stiffness of the beam is determined and compared to published values for various beam materials and cross sectional shapes. Beams can also be tested to failure. This simple and inexpensive experiment provides a useful springboard for discussion of important engineering topics such as elastic and inelastic behavior, influence of materials and structural shapes, stiffness, strength, and failure modes. Background engineering concepts are also introduced to help high school teachers understand and implement the experiment. Participants rated the workshop highly and several teachers have already implemented workshop experiments in pre-engineering curricula. I. Introduction The College of Engineering and Computer Science at California State University, Sacramento has developed an active outreach program to attract students to the College and promote engineering education. In partnership with the Sacramento Engineering and Technology Regional Consortium1 (SETRC), the College has developed a daylong workshop for high school teachers interested in developing and teaching pre-engineering curricula. -
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