Uniform Building Code |
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Page 65
... Type II One - hour , Type III One - hour or Type V One - hour construction may be omitted , provided the roof framing system is open to the room and does not contain concealed spaces . ( b ) Special Provisions . Stages and enclosed ...
... Type II One - hour , Type III One - hour or Type V One - hour construction may be omitted , provided the roof framing system is open to the room and does not contain concealed spaces . ( b ) Special Provisions . Stages and enclosed ...
Page 116
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
... Type II fire - resistive buildings shall be of steel , iron , concrete or masonry . The structural elements of Type II One - hour or II - N buildings shall be of noncombustible materials . Walls and permanent partitions of Type II - F.R ...
Page 117
... Type II One - hour and Type II - N buildings as determined by location on property , see Section 504 and Table No. 5 - A . Floors Sec . 1904. Where wood sleepers are used for laying wood flooring on masonry or concrete fire - resistive ...
... Type II One - hour and Type II - N buildings as determined by location on property , see Section 504 and Table No. 5 - A . Floors Sec . 1904. Where wood sleepers are used for laying wood flooring on masonry or concrete fire - resistive ...
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