Building Standards: Uniform Building Code1985 - Building laws |
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Page 526
... limited to one half of the normal force imposed on the soil by the weight of the footing or slab . Posts embedded in earth shall not be used to provide lateral support for structural or nonstructural materials such as plaster , masonry ...
... limited to one half of the normal force imposed on the soil by the weight of the footing or slab . Posts embedded in earth shall not be used to provide lateral support for structural or nonstructural materials such as plaster , masonry ...
Page 740
... limited if the building is entirely surrounded and adjoined by public ways or yards not less than 60 feet in width , regardless of the type of construction . The area of a two - story Group M , Division 3 Occupancy shall not be limited ...
... limited if the building is entirely surrounded and adjoined by public ways or yards not less than 60 feet in width , regardless of the type of construction . The area of a two - story Group M , Division 3 Occupancy shall not be limited ...
Page 772
... limited to , inspection and approval as to the establishment of line , grade and drainage of the develop- ment area . The civil engineer shall act as the coordinating agent in the event the need arises for liaison between the other ...
... limited to , inspection and approval as to the establishment of line , grade and drainage of the develop- ment area . The civil engineer shall act as the coordinating agent in the event the need arises for liaison between the other ...
Contents
Part 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 SEC 201 Creation of Enforcement Agency 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 atrium axial load bars beam bolts building official building or structure ceiling column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exterior walls Extreme Fiber factor Fire Code floor area Formula 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 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 smoke detectors 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