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Page 51
... occupancy classification , provided the uses are separated as specified in Section 503 ( d ) . Except for buildings containing Group H , Division 1 through ... occupancy separation is permitted from a Group B , Division 1 51 1982 EDITION 503.
... occupancy classification , provided the uses are separated as specified in Section 503 ( d ) . Except for buildings containing Group H , Division 1 through ... occupancy separation is permitted from a Group B , Division 1 51 1982 EDITION 503.
Page 52
... occupancy separation is permitted from a Group B , Division 1 Occupancy used only as a garage for the parking of passenger motor vehicles having a capacity of not more than nine persons per vehicle and provided no repair or fueling is ...
... occupancy separation is permitted from a Group B , Division 1 Occupancy used only as a garage for the parking of passenger motor vehicles having a capacity of not more than nine persons per vehicle and provided no repair or fueling is ...
Page 79
... occupancy separation . 2. Such areas are separated from each other by not less than a one - hour fire- resistive occupancy separation unless the uses are determined to be compatible . 3. The requirements of Sections 908 , 910 and the ...
... occupancy separation . 2. Such areas are separated from each other by not less than a one - hour fire- resistive occupancy separation unless the uses are determined to be compatible . 3. The requirements of Sections 908 , 910 and the ...
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