Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 54
... framing and elements supporting such framing shall be of not less than one - hour fire- resistive construction for a width of not less than 5 feet on each side of the wall . B. Where roof - ceiling framing elements are perpendicular to ...
... framing and elements supporting such framing shall be of not less than one - hour fire- resistive construction for a width of not less than 5 feet on each side of the wall . B. Where roof - ceiling framing elements are perpendicular to ...
Page 293
... framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense No. 1 structural joists and planks , or structural light ...
... framing grade ( dense ) . SS is select structural , structural joists and planks , or structural light framing grade ( medium grain for Douglas fir - larch ) . NID is dense No. 1 structural joists and planks , or structural light ...
Page 667
... FRAMING LONG DIMENSION OF GYPSUM WALLBOARD SHEETS IN RELATION TO DIRECTION OF FRAMING MEMBERS FRAMING MAXIMUM SPACING OF FASTENERS1 MEMBERS 1 ( Center to ( Center to Center ) ( In inches ) Center ) ( In inches ) Nails 3 Screws 4 ...
... FRAMING LONG DIMENSION OF GYPSUM WALLBOARD SHEETS IN RELATION TO DIRECTION OF FRAMING MEMBERS FRAMING MAXIMUM SPACING OF FASTENERS1 MEMBERS 1 ( Center to ( Center to Center ) ( In inches ) Center ) ( In inches ) Nails 3 Screws 4 ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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