Building Standards: Uniform Building Code1985 - Building laws |
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Page 29
... hour fire - resistive construction and all openings therein shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 3. A " two - hour fire - resistive occupancy separation " shall be of not ...
... hour fire - resistive construction and all openings therein shall be protected by a fire assembly having a one and one - half - hour fire - protection rating . 3. A " two - hour fire - resistive occupancy separation " shall be of not ...
Page 31
... hour fire - protection rating in four - hour fire - resistive walls and one and one - half - hour fire - protection rating in two - hour fire - resistive walls . 2. Area separation walls shall extend to the outer edges of horizontal ...
... hour fire - protection rating in four - hour fire - resistive walls and one and one - half - hour fire - protection rating in two - hour fire - resistive walls . 2. Area separation walls shall extend to the outer edges of horizontal ...
Page 39
... hour fire - protection rating . TABLE NO . 5 - B - REQUIRED SEPARATION IN. H 6 Semiconductor fabrication facilities ... hour less than 20 feet 2 hours less than 5 feet , 1 hour elsewhere 1 hour 2 hours less than 5 feet , 1 hour elsewhere ...
... hour fire - protection rating . TABLE NO . 5 - B - REQUIRED SEPARATION IN. H 6 Semiconductor fabrication facilities ... hour less than 20 feet 2 hours less than 5 feet , 1 hour elsewhere 1 hour 2 hours less than 5 feet , 1 hour elsewhere ...
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