SECTION 8 CARPENTRY AND RELATED WORK 8-01. SCOPE OF WORK: @. The work covered by this section of the specifications tne judes the furnishing of all labor, materials, and equipment necessary for the complete installation of all rough and finish carpentry and related work as shown on the drawings or required for the work. b. The quality and design of all wood members used for load-supporting purposes in buildings or other structures shall conform to all applicable provisions of Chapter 25 of the Uniform Building Code 1949 Edition. 8-02. MATERIALS: &. General Requirements: Except as otherwise shown on the drawings, all framing wood shall be of kinds and grades here specified and contain not more than 19 percent moisture. Sizes given are "nominal" unless noted “net”. Each length of wood shall be grade and kind marked in accordance with the following Associations' last revised grading rules: Douglas Fir Redwood Sugar & Ponderosa Pine Plywood b. Framing West Coast Lumbermen's Ass: California Redwood Assn. Western Pine Assn. Dougias Fir Plywood Assn. and Structural Lumber shall conform to the following minimum standards unless otherwise shown on the drawings or hereinafter specified. 1. All grounds, sheathing and other unspecified lumber 1-1/2" or Jess In thickness shall be D. F. No. 2 Boards and Sheathing. Concealed sheathing may be D.F. No.3 2. Small timbers 4" or less in thckness 3. Studs, Caps and Bucks less than 4" in 4, Beams and Stringers 5" and thicker shall be including joists, rafters, headers, bracing, plates and roof planks shall be D. F. Stress gqade L4Y50f No. 1. . thickness shall be D. F. Stress grade 1100f No. 2. D. F. Stress grade 1450f No. 1. 8-1