PDF4PRO ⚡AMP

Modern search engine that looking for books and documents around the web

Example: bachelor of science

Prescriptive Residential Wood Deck Construction Guide

Copyright 2015 American Wood Council Prescriptive Residential Wood deck Construction Guide Based on the 2012 International Residential Code Where applicable, provisions and details contained in this document are based on the International Residential Code (IRC) [bracketed text references applicable sections of the IRC]. Prescriptive Construction methods recommended meet or exceed minimum requirements of the IRC. Provisions that are not found in the IRC are recommended as good industry practice.

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 nominal. Where guards are required, outside joists and rim joists shall be a minimum of 2x8 nominal. 7. Joist length prescriptively limited to 18'-0" for footing design ...

Fullscreen Download

Tags:

  Guide, Construction, Residential, Deck, Woods, Douglas, Douglas fir, Residential wood deck construction guide

Information

Domain:

Source:

Link to this page:

Please notify us if you found a problem with this document:

Spam in document Broken preview Other abuse

Transcription of Prescriptive Residential Wood Deck Construction Guide

Documents from same domain

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

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

2015 National Design Specification Supplement - awc.org

www.awc.org

AMERICAN WD CUNCIL. DESIGN VALUES FOR WOOD CONSTRUCTION – NDS SUPPLEMENT iii. Introduction. This Supplement is a compendium of reference de …

  Supplement

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

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

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

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

Related documents

Solution to STAT 350 Exam 2 Review Questions (Spring …

www.stat.purdue.edu

Douglas fir. Type of Wood Sample Size Sample Mean s Red oak 50 8.51 1.52 Douglas fir 62 7.69 3.25 a) Find a 90% confidence interval for the difference between true average proportional stress limits for the Red oak and that for the Douglas fir. Interpret your result.

  Question, Exams, Review, Spring, Douglas, Douglas fir, Exam 2 review questions

[Ref. Table R602.3.5] [Ref. Tables R502.5(1) and R502.5(2 ...

media.iccsafe.org

TABLE 6-5 Girder spans and header spans for exterior bearing walls (maximum spans for # 2 grade Douglas fir-larch, hem-fir, southern pine, and spruce-pine-fir and required number of jack studs) Girders and Headers Supporting SIZE Ground Snow Load (psf) 30 Building Width (feet) 28 36 Span Jack Studs Span Jack Studs Roof and ceiling 2- 2 8 5–11 ...

  Douglas, Douglas fir

Introduction to Railroad Track Structural Design

web.engr.uky.edu

1200 psi for longleaf yellow pine, 900 psi for douglas fir, and 1400 psi for oak) 27 • “Optimal” tie length Source: Hay, W.W., Railroad Engineering, 1982. 28 Practical Design • Load distribution – Bearing area is ⅔ of tie length (tamping zone), so A' b = ⅔Lb

  Douglas, Douglas fir

Porch Construction Drawings - Pima County

webcms.pima.gov

5. All wood to be Douglas Fir #2 or better 6. Framing based on a 30 lbs load 7. Minimum ceiling height 7 ft, 6ft-6inch to beam 8. Max height of column …

  Douglas, Douglas fir

Identifying and Managing Christmas Tree Diseases, Pests ...

catalog.extension.oregonstate.edu

• Douglas-firAt bud break, spray fungi-cide (if needed) to prevent infection. • Remove and destroy severely infected trees prior to bud break. • Plant resistant or tolerant tree varieties; avoid Douglas-fir from Rocky Mountain seed sources, unless tested. only

  Tree, Christmas, Douglas, Christmas trees, Douglas fir

AP-42, Appendix A : Miscellaneous Data And Conversion Factors

www3.epa.gov

Fir, Douglas 513 kg/m3 32 lb/ft3 Fir, Balsam 400 kg/m3 25 lb/ft3 Hemlock 465 kg/m3 29 lb/ft3 Hickory 769 kg/m3 48 lb/ft3 Maple, Sugar 689 kg/m3 43 lb/ft3 Maple, White 529 kg/m3 33 lb/ft3 Oak, Red 673 kg/m3 42 lb/ft3 Oak, White 769 kg/m3 48 lb/ft3 Pine, Southern 641 kg/m3 40 lb/ft3 Agricultural Products Corn 25.4 kg/bu 56 lb/bu Milo 25.4 kg/bu ...

  Douglas

Beam and Joist Span Tables - Nanaimo

www.nanaimo.ca

Revised: 2013-Jun-21 City of Nanaimo Guidelines G:\DSDSystem\Handouts\Building\Residential\BeamAndJoistSpanTables.docx Page 2 of 2 Floor Joists – Living Quarters Span Tables

  Table, Span, Beam, Joists, Beam and joist span tables, Beamandjoistspantables

Related search queries

Exam 2 Review Questions Spring, Douglas Fir, Christmas Tree, Douglas, Douglas-fir, Beam and Joist Span Tables, BeamAndJoistSpanTables