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Conceptual Master Plan - Emeryville Center of Community Life

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CONCEPTUAL DESIGN January 9, 2009<br />

<strong>Emeryville</strong> <strong>Center</strong> <strong>of</strong> <strong>Community</strong> <strong>Life</strong><br />

shall be 10d at 6"o.c. at all supported edges and over shear walls, and 10d at 12"o.c. at all<br />

intermediate supports, unless otherwise noted.<br />

Exterior and Interior Wall Sheathing - Block all unsupported edges <strong>of</strong> sheathing. Typical nailing<br />

shall be 10d at 6"o.c. at all edges, and 10d at 12"o.c. at all intermediate supports, unless<br />

otherwise noted.<br />

11. Carpentry<br />

Glued Laminated Beams<br />

Glued laminated members shall be manufactured according to the AITC 117 "The Standard<br />

Specifications for Structural Glued Laminated Douglas Fir Timber," latest edition. Adhesive<br />

shall be for wet condition <strong>of</strong> service and an AITC Certificate <strong>of</strong> Inspection is required.<br />

Glued laminated beams shall provide stress values that meet or exceed the following:<br />

Bending Fb (Bottom Fibers)<br />

Bending Fb (Top Fibers) - Single Span<br />

Bending Fb (Top Fibers) - Multiple Spans or Cantilevers<br />

Horizontal Shear Fv<br />

(For 3 1/8" Glulams ONLY, Horizontal Shear Fv may be<br />

Modulus <strong>of</strong> Elasticity<br />

Compression Perpendicular to Grain<br />

2400 psi<br />

1200 psi<br />

2400 psi<br />

165 psi<br />

95 psi<br />

1800 ksi<br />

450 psi<br />

Wood 'I' Joists (TJI)<br />

Wood ‘I’ joists (TJI) shall be as manufactured by Trus Joist. Joists shall be fabricated using<br />

structural grade plywood or oriented strand board for web material, MICROLLAM lumber or<br />

stress-rated lumber for flange material, and utilizing waterpro<strong>of</strong> glues.<br />

All ro<strong>of</strong> joists shall be provided with full depth TJI blocking between joists over supports such as<br />

walls and beams. All ro<strong>of</strong> joists shall be provided with bridging and it shall be full depth TJI<br />

blocking for spans <strong>of</strong> 12'-0"o.c. maximum, not more than 12'-0" from support.<br />

12. Special Inspection<br />

The following items shall be inspected in accordance with CBC Section 1701.5A by a certified<br />

special inspector from an established testing agency. All inspection shall be continuous, unless<br />

otherwise noted.<br />

Grading, excavations, over-excavations and fill<br />

Concrete, rebar placement<br />

Concrete, anchor bolts and inserts<br />

Concrete, concrete placement<br />

Structural steel, welding – periodic<br />

By Geotechnical Engineer<br />

Inspect final placement<br />

Periodic<br />

Continuous<br />

Fillet welds<br />

Outline Specifications- 35

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