Building Standards: Uniform Building Code1985 - Building laws |
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Page 31
... walls . 2. Area separation walls shall extend to the outer edges of horizontal projecting elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements ...
... walls . 2. Area separation walls shall extend to the outer edges of horizontal projecting elements such as balconies , roof overhangs , canopies , marquees or architectural projections . EXCEPTION : When horizontal projecting elements ...
Page 154
Uniform Building Code. B. Multiwythe walls . The effective thickness of multiwythe walls is the specified thickness of the wall if the space between wythes is filled with mortar or grout . For walls with an open space between wythes ...
Uniform Building Code. B. Multiwythe walls . The effective thickness of multiwythe walls is the specified thickness of the wall if the space between wythes is filled with mortar or grout . For walls with an open space between wythes ...
Page 159
... walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the ...
... walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow masonry or cavity walls . In computing the ratio for cavity walls , the value of thickness shall be the sum of the nominal thicknesses of the ...
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