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2015 National Design Specification Supplement

November 2014 NDS SupplementNational Design Specification Design Values for Wood Construction2015 EDITIONU pdates and ErrataWhile every precaution has been taken toensure the accuracy of this document, errorsmay have occurred during or Errata are posted to the American Wood Council website at Technical inquiries may be addressed to American Wood Council (AWC) is the voice of North American traditional and engineered wood products. From a renewable resource that absorbs and sequesters carbon, the wood products industry makes products that are essential to everyday life.

building code experts develop state-of-the-art engineering data, technology, and standards on structural ... 2015 Edition. Lumber. ... 522 SW Fifth Avenue, Suite 500, Portland, Oregon 97204 National Lumber Grades Authority (NLGA) 13401-108th …

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Transcription of 2015 National Design Specification Supplement

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2015 National Design Specification - AWC

www.awc.org

NDS-1991 with an approval date of October 16, 1992. In 2010, AWC was separately incorporated, re-chartered, and accredited by ANSI as a standards developing organization. The current edition of the Standard is designated ANSI/AWC NDS-2015 with an approval date of September 30, 2014. In developing the provisions of this Specification,

  Design, Specification, 2015, National, October, 2015 national design specification

WCD1 - Details for Conventional Wood Frame Construction

www.awc.org

may provide equal, or possibly, improved performance. These, however, must provide performance assurance ac-ceptable to the owner and the building inspector. Dimensioning. In general, dimensions for framing lumber, wood sid-ing and trim referenced in this document are nominal dimensions; i.e., 2x4, 2x6, etc., for simplicity. Actual sur-

  Performance, Details

MAT100: The Basics of Wood Frame Construction

www.awc.org

one comprehensive program for building officials on wood frame construction basics. In each module, learning outcomes will be further refined respectively. MAT 100 learning outcomes (see slide). 5 MAT100: Learning Outcomes 3. Floor, roof/ceiling, wall framing 4. Wall bracing, introduction to Wood Frame Construction Manual 5. Fireblocking ...

  Frame, Slides

INTERIOR SHEAR WALLS - awc.org

www.awc.org

interior shear walls to be designed to resist wind loads. WFCM Section 2.4.4.2 states: “Walls parallel to the applicable wind load or seismic motion shall provide the required shear resistance at each level. The sum of the individual shearwall segment shear

  Walls, Interior

2012 ASD/LRFD Manual for Engineered Wood Construction

www.awc.org

ASD/LRFD MANUAL FOR ENGINEERED WOOD CONSTRUCTION iii AMERICAN WOOD COUNCIL FOREWORD This Allowable Stress Design/Load and Resistance Factor Design Manual for Engineered Wood Construction (ASD/LRFD Manual) provides guidance for design of most wood-based structural products used in the construction

  Construction, Woods, Engineered, Engineered wood construction

Prescriptive Residential Wood Deck Construction Guide

www.awc.org

4 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE American Wood Council Table 2. Maximum Joist Spans and Overhangs.1 Species Size Joist Spacing (o.c.)

  Guide, Construction, Woods, Construction guide

2005 Span Tables For Joists And Rafters - awc.org

www.awc.org

2 EXPLANATION OF TABLES AMERICAN WOOD COUNCIL 7. LUMBER IDENTIFICATION The tabulated spans in these tables apply to lum-ber identified by the grade stamp of, or certificate of

  Table

Design Aid 6 Beam Design Formulas with Shear and Moment ...

www.awc.org

AMERICAN WOOD COUNCIL w R V V 2 2 Shear M max Moment x 7-36 A ab c x R 1 R 2 V 1 V 2 Shear a + — R 1 w M max Moment wb 7-36 B Figure 1 Simple Beam–Uniformly Distributed Load

  Moment

WIND & SEISMIC - AWC

www.awc.org

2.1.2.1 Allowable Stress Design: Allowable stress design (ASD) shall be in accordance with the Na-tional Design Specification ® (NDS ®) for Wood Con-struction (ANSI/AF&PA NDS-05) and provisions of this document. 2.1.2.2 Strength Design: Load and resistance factor design (LRFD) of wood structures shall be in accor-

  Design, Seismic, Load, Wind, Wind amp seismic

Prescriptive Residential Wood Deck Construction Guide

www.awc.org

3. Maximum allowable overhang cannot exceed L/4 or ¼ of actual main span. Assumes cantilever length/180 deflection with 220 lb point load (See Figure 1A and Figure 2). 4. Incising assumed for Douglas Fir-Larch, Hem-Fir, and Spruce-Pine-Fir. 5. Design values based on northern species with no incising assumed. 6. Ledger shall be a minimum of 2x8 ...

  Guide, Construction, Deck, Maximum, Minimum, Deck construction guide