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Page 99
... 1000 square feet and such wall is located not less than 5 feet from a property line . ( b ) Openings in Walls . All openings in 99 1985 EDITION 1901-1903 Type II Buildings Definition Structural Framework Exterior Walls and Openings.
... 1000 square feet and such wall is located not less than 5 feet from a property line . ( b ) Openings in Walls . All openings in 99 1985 EDITION 1901-1903 Type II Buildings Definition Structural Framework Exterior Walls and Openings.
Page 101
... Exterior Walls , Openings and Partitions Sec . 2003. ( a ) Exterior Walls . Exterior walls shall be constructed of noncom- bustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No ...
... Exterior Walls , Openings and Partitions Sec . 2003. ( a ) Exterior Walls . Exterior walls shall be constructed of noncom- bustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No ...
Page 103
... Exterior Walls , Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls shall be constructed of noncom- bustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No ...
... Exterior Walls , Openings and Partitions Sec . 2103. ( a ) Exterior Walls . Exterior walls shall be constructed of noncom- bustible materials and shall comply with the fire - resistive requirements set forth in Section 504 and Table No ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
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 column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength