Building Standards: Uniform Building Code1985 - Building laws |
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Page 29
... 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 less ...
... 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 less ...
Page 91
... fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive con- struction except that permanent nonbearing partitions of one - hour or two - hour ...
... fire - resistive buildings shall be of steel , iron , concrete or masonry . Walls and permanent partitions shall be of noncombustible fire - resistive con- struction except that permanent nonbearing partitions of one - hour or two - hour ...
Page 615
... fire - resistive floor - ceiling assemblies is not adequate to resist an upward force of one pound per square foot ... Fire - resistive Assemblies for Protection of Openings Sec . 4306. ( a ) General . Where required by this code for the ...
... fire - resistive floor - ceiling assemblies is not adequate to resist an upward force of one pound per square foot ... Fire - resistive Assemblies for Protection of Openings Sec . 4306. ( a ) General . Where required by this code for 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