Laserfiche WebLink
06110 Rough Carpentry Materials <br /> A. Provide all materials required for floor, wall and roof framing and sheathing as shown on the Drawings and as <br /> may be required for a complete building shell. <br /> B. Installation of rough carpentry materials is work of Section 06120 ROUGH CARPENTRY LABOR. <br /> C. Framing Materials: <br /> 1. Lumber: Sizes shown on the Drawings and as required for Project conditions, with maximum 19 percent <br /> moisture content, and meeting or exceeding the following standards of quality (unless otherwise shown <br /> on the Drawings): <br /> a. Stud Framing ...............................Spruce-Pine-Fir, No. 2 Stud Grade <br /> b. Built-Up Beam Framing................Spruce-Pine-Fir, No. 2 Grade <br /> c. Joist Framing ...............................Spruce-Pine-Fir, No. 2 Grade <br /> d. Rafter Framing.............................Spruce-Pine-Fir, No. 2 Grade <br /> e. Non-Structural Light Framing .......Douglas Fir-Larch, Hem-Fir, Western Hemlock, Southern Pine or <br /> Spruce-Pine-Fir, No. 2 Grade. <br /> f. Misc. Framing and Blocking .........Douglas Fir-Larch, Hem-Fir, Western Hemlock, Southern Pine or <br /> Spruce-Pine-Fir, No. 3 Grade. <br /> g. Boards .........................................Ponderosa Pine, Sugar Pine, Lodgepole Pine or ldaho White Pine, <br /> No. 3 Common. <br /> 2. Provide preservative treated lumber at wood in contact with concrete, at exterior locations as shown on <br /> the Drawings, and at other locations where required by building codes. <br /> 3. Manufactured Framing Materials: Provide types and sizes of inembers shown on the Drawings, as <br /> specified herein, and as required for Project conditions; meeting or exceeding the following standards of <br /> quality: <br /> a. Studs: Laminated veneer lumber; provide at all walls with stud length greater than 10'-0", at both <br /> sides of interior walls (flat) containing pocket doors, and at all walls behind countertops: <br /> — "FrameWorks" (Trus Joist MacMillan); or equal and approved <br /> b. Beams and Headers: Laminated veneer lumber; provide for all structural headers over openings and <br /> beams shown on the Drawings: <br /> — "Gang-�am LVL" (Louisiana-Pacific); "G-P Lam LVL" (Georgia-Pacific); "Micro=Lam" (Trus Joist <br /> MacMillan); or equal and approved: <br /> Fb = 2600 psi <br /> E = 1,900,000 psi <br /> — Provide pressure preservative treated where required by building code and where shown on the <br /> Drawings <br /> c. Floor Joists: Laminated veneer lumber top and bottom chords and OSB structural web: <br /> — °LPI 32" (Louisiana-Pacific); "GPI 25" (Georgia-Pacific); TJI/Pro 250 (Trus Joist MacMillan); or <br /> equal and approved. <br /> d. Rim Joists: 1-1/4 inch thick; laminated veneer or OSB lumber; widths to match joist depths: <br /> — "TimberStrand LSL" (Trus Joist MacMillan); or equal. <br /> 4. Prefabricated Wood Trusses: <br /> a. Truss profiles and layouts shown on the Drawings are schematic and express design intent <br /> b. Design for loading and span conditions shown on the Drawings and in accordance with Project <br /> conditions <br /> c. Fabricate with energy/bearing heals shown on the Drawings <br /> d. Shop Drawings: Submit complete fabrication and installation drawings of each type of truss shown <br /> on the Drawings and as required for Project conditions: <br /> — Submittal shall include, but be not limited to; load capacities, lumber grades, truss layout plans, <br /> details of bracing and connections <br /> — Review of shop drawings will be for general conformance with design concept of the Project and <br /> general compliance with the Contract Documents. The truss manufacturer shall be responsible <br /> for truss design and fabrication, and the Framing Subcontractor shall be responsible for field <br /> dimensions, techniques of installation, coordination with all affected trades, and satisfactory <br /> performance of the work. <br /> 633 SPECIFICATIONS <br /> Page 30 <br />