Uniform Building Code |
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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 ) NAILS TO WOOD Center ) ( In Inches ) Nails 3 ...
... 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 ) NAILS TO WOOD Center ) ( In Inches ) Nails 3 ...
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