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Page 696
... Glazing of Unprotected Openings Sec . 5204. In Type V - N construction , doors , sash and framed openings not required to be fire protected may be glazed or equipped with approved plastic material . In types of construction other than ...
... Glazing of Unprotected Openings Sec . 5204. In Type V - N construction , doors , sash and framed openings not required to be fire protected may be glazed or equipped with approved plastic material . In types of construction other than ...
Page 701
... GLAZING Sec . 5401. ( a ) General . The provisions of this chapter apply to : 1. Exterior glass and glazing in all occupancies except Groups R and M not over three stories in height ; and 2. Interior and exterior glass and glazing in ...
... GLAZING Sec . 5401. ( a ) General . The provisions of this chapter apply to : 1. Exterior glass and glazing in all occupancies except Groups R and M not over three stories in height ; and 2. Interior and exterior glass and glazing in ...
Page 702
... Glazing Sec . 5406. ( a ) General . Glazing subject to human impact shall comply with this section . EXCEPTION : Louvered windows or jalousies complying with Section 5405 need not comply with Subsection ( c ) of this section . ( b ) ...
... Glazing Sec . 5406. ( a ) General . Glazing subject to human impact shall comply with this section . EXCEPTION : Louvered windows or jalousies complying with Section 5405 need not comply with Subsection ( c ) of this section . ( b ) ...
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