Prescriptive Residential Wood Deck Construction Guide
Fasteners other than nails and timber rivets shall be permitted to be of mechanically deposited zinc-coated steel with coating weights in accordance with ASTM B 695, Class 55, minimum. All connectors (joist hangers, cast-in-place post anchors, etc.) shall be galvanized or shall be stainless steel. Hardware to be hot-dipped prior to
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INTERIOR SHEAR WALLS - awc.org
www.awc.orginterior 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
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www.awc.org2.1.2.1 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-
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www.awc.orgmay 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-
Prescriptive Residential Wood Deck Construction Guide
www.awc.org3. 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 ...
2015 National Design Specification - AWC
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