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Page 203
( f ) Nails and Spikes . 1 . Safe lateral strength . A common wire nail driven
perpendicular to grain of the wood , when used to fasten wood members together
, shall not be subjected to a greater load causing shear and bending than the
safe ...
( f ) Nails and Spikes . 1 . Safe lateral strength . A common wire nail driven
perpendicular to grain of the wood , when used to fasten wood members together
, shall not be subjected to a greater load causing shear and bending than the
safe ...
Page 621
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 gypsum wallboard '
each side , 4d cooler nails 8 " on center first layer , Sd cooler nails 8 " on center ...
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 gypsum wallboard '
each side , 4d cooler nails 8 " on center first layer , Sd cooler nails 8 " on center ...
Page 667
86 " dia . , 15 / 8 " long , 15 % 64 " head ) 16 Nail or Screw Fastenings With
Adhesives ( Maximum Center to Center in ... 2Where the metal framing has a
clinching design formed to receive the nails by two edges of metal , the nails shall
be not ...
86 " dia . , 15 / 8 " long , 15 % 64 " head ) 16 Nail or Screw Fastenings With
Adhesives ( Maximum Center to Center in ... 2Where the metal framing has a
clinching design formed to receive the nails by two edges of metal , the nails shall
be not ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part Administrative | 25 |
201 | 28 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending building official ceiling Chapter column compression computed concrete conform connections considered construction continuous covering Decking determined diameter direction distance Division doors effective elements equal equipment exceed EXCEPTION exit exterior walls face factor feet fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal inches increased installed joints lateral least length less limited liquids load located lumber masonry materials maximum metal nails noncombustible Occupancies one-hour openings parallel percent permitted placed portion pounds protected reinforcement resist roof rooms Select Structural separation shear side slab solid space span Special specified square feet steel storage story strength stress Structural Stud surface Table tension tests thickness Type U.B.C. Standard units values vertical walls welds wide width wire wood