Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
From inside the book
Results 1-3 of 79
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
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
106 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength