Uniform Building Code |
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Page 203
... nails driven perpendicular to the grain . 2. Safe resistance to withdrawal . A wire nail driven perpendicular to grain of the wood shall not be subjected to a greater load , tending to cause withdrawal , than the safe resistance of the nail ...
... nails driven perpendicular to the grain . 2. Safe resistance to withdrawal . A wire nail driven perpendicular to grain of the wood shall not be subjected to a greater load , tending to cause withdrawal , than the safe resistance of the nail ...
Page 621
... nails . Approved metal fastener grips used with nails at vertical butt joints along studs . 2 " x 4 " wood studs 16 " on center with two layers % " regular gyp- sum wallboard ' each side , 4d cooler nails 8 " on center first layer , 5d ...
... nails . Approved metal fastener grips used with nails at vertical butt joints along studs . 2 " x 4 " wood studs 16 " on center with two layers % " regular gyp- sum wallboard ' each side , 4d cooler nails 8 " on center first layer , 5d ...
Page 667
... Nails 3 Screws 4 Nail or Screw Fastenings With Adhesives ( Maximum Center to Center in Inches ) ( Column headings as ... nails by two edges of metal , the nails shall be not less than inch longer than the wallboard thickness , and shall ...
... Nails 3 Screws 4 Nail or Screw Fastenings With Adhesives ( Maximum Center to Center in Inches ) ( Column headings as ... nails by two edges of metal , the nails shall be not less than inch longer than the wallboard thickness , and shall ...
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