Building Standards: Uniform Building Code1985 - Building laws |
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Page 32
... increased by one of the following : 1. Separation on two sides . Where public ways or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 14 percent for each ...
... increased by one of the following : 1. Separation on two sides . Where public ways or yards more than 20 feet in width extend along and adjoin two sides of the building , floor areas may be increased at a rate of 14 percent for each ...
Page 51
... increased in accordance with provisions of this subsection . Structures with sides open [ as defined in Subsection ( b ) ] on three fourths of the building perimeter may be increased by 25 percent in area and one tier in height ...
... increased in accordance with provisions of this subsection . Structures with sides open [ as defined in Subsection ( b ) ] on three fourths of the building perimeter may be increased by 25 percent in area and one tier in height ...
Page 274
... increased 200 psi where end joint spacing restrictions are applied to the compression zone when stressed in tension . 8Where specified , this value may be increased to 650 psi by providing in the bearing area at least one dense 2 - inch ...
... increased 200 psi where end joint spacing restrictions are applied to the compression zone when stressed in tension . 8Where specified , this value may be increased to 650 psi by providing in the bearing area at least one dense 2 - inch ...
Contents
Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement 201 Creation of Enforcement Agency SEC 202 Powers and Duties of Building Official | 4 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies dwelling units exceed exit exterior walls extreme fiber factor Fire Code floor area framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard Pedestrian walkways percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength