Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
From inside the book
Results 1-3 of 81
Page 113
... opening through successive floor openings and shall be enclosed at the top and bot- tom . EXCEPTIONS : 1. Shafts extending through or to the underside of the roof sheathing , deck or slab need not be enclosed at the top . 2 ...
... opening through successive floor openings and shall be enclosed at the top and bot- tom . EXCEPTIONS : 1. Shafts extending through or to the underside of the roof sheathing , deck or slab need not be enclosed at the top . 2 ...
Page 637
... openings in the interior walls of exterior exit balconies is not re- quired when it is possible to exit in two directions . 2. Openings other than doors . Where corridor walls are required to be of one - hour fire - resistive ...
... openings in the interior walls of exterior exit balconies is not re- quired when it is possible to exit in two directions . 2. Openings other than doors . Where corridor walls are required to be of one - hour fire - resistive ...
Page 700
... openings may be unprotected when tests , conducted in accordance with U.B.C. Stan- dard No. 43-1 , have shown that opening protection is not required to maintain the fire resistance of the assembly . 4. Other ceiling openings and ...
... openings may be unprotected when tests , conducted in accordance with U.B.C. Stan- dard No. 43-1 , have shown that opening protection is not required to maintain the fire resistance of the assembly . 4. Other ceiling openings and ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
152 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength