Building Standards: Uniform Building Code1985 - Building laws |
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Page 201
... approved agency . Foundation cedar or No. 2 Foundation redwood marked or branded by an approved agency may be used for sills in territories subject to moderate hazard , where termite damage is not frequent and when specifically approved ...
... approved agency . Foundation cedar or No. 2 Foundation redwood marked or branded by an approved agency may be used for sills in territories subject to moderate hazard , where termite damage is not frequent and when specifically approved ...
Page 615
... approved devices shall be installed above the panels to prevent vertical displacement under such upward force . ( e ) Wiring in Plenums . Wiring in plenums shall comply with the Mechanical Code . Fire - resistive Assemblies for ...
... approved devices shall be installed above the panels to prevent vertical displacement under such upward force . ( e ) Wiring in Plenums . Wiring in plenums shall comply with the Mechanical Code . Fire - resistive Assemblies for ...
Page 696
... approved plastic material . In types of construction other than Type V - N , openings not required to be fire protected may be glazed or equipped with approved plastic , subject to the follow- ing requirements : 1. The aggregate area of ...
... approved plastic material . In types of construction other than Type V - N , openings not required to be fire protected may be glazed or equipped with approved plastic , subject to the follow- ing requirements : 1. The aggregate area of ...
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