Uniform Building Code |
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Page 293
... Grade designations are as follows : Visually Graded Southern Pine L1 is L1 laminating grade ( dense for Douglas fir - larch ) . LID is L1 dense laminating grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating ...
... Grade designations are as follows : Visually Graded Southern Pine L1 is L1 laminating grade ( dense for Douglas fir - larch ) . LID is L1 dense laminating grade for hem - fir . LICL is L1 close grain laminating grade . L2D is L2 laminating ...
Page 610
... Grade A concrete Reinforced Concrete 36 Grade B concrete 11⁄4 14 1 3/4 134 12 1 4 - Joists 9 Reinforcing and Tie Rods 37 Grade A concrete in Floor and Roof Slabs9 38 Grade B concrete 1 1 1/4 1/4 14 1 3/4 ' Reentrant parts of protected ...
... Grade A concrete Reinforced Concrete 36 Grade B concrete 11⁄4 14 1 3/4 134 12 1 4 - Joists 9 Reinforcing and Tie Rods 37 Grade A concrete in Floor and Roof Slabs9 38 Grade B concrete 1 1 1/4 1/4 14 1 3/4 ' Reentrant parts of protected ...
Page 730
... GRADE shall mean the vertical location of the ground surface . Existing Grade is the grade prior to grading . Rough Grade is the stage at which the grade approximately conforms to the approved plan . Finish Grade is the final grade of ...
... GRADE shall mean the vertical location of the ground surface . Existing Grade is the grade prior to grading . Rough Grade is the stage at which the grade approximately conforms to the approved plan . Finish Grade is the final grade of ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength