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Page 53
... story Areas . The area of a one - story building shall not exceed the limits set forth in Table No. 5 - C except as provided in Section 506 . ( b ) Areas of Buildings Over One Story . The total combined floor area for multistory ...
... story Areas . The area of a one - story building shall not exceed the limits set forth in Table No. 5 - C except as provided in Section 506 . ( b ) Areas of Buildings Over One Story . The total combined floor area for multistory ...
Page 55
... stories in height of Group B , Division 4 Occupancy and one - story buildings housing aircraft storage hangars and as further limited in Section 902 ( b ) for aircraft repair hangars . ( b ) Unlimited Area . The area of any one- or two - ...
... stories in height of Group B , Division 4 Occupancy and one - story buildings housing aircraft storage hangars and as further limited in Section 902 ( b ) for aircraft repair hangars . ( b ) Unlimited Area . The area of any one- or two - ...
Page 546
... story of a building shall be determined by using the occupant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration as follows : 1. Fifty percent of the occupant load in ...
... story of a building shall be determined by using the occupant load of that story plus the percentages of the occupant loads of floors which exit through the level under consideration as follows : 1. Fifty percent of the occupant load in ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength