Uniform Building Code |
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Page 157
This ratio shall be satisfied by uniformly distributed joint reinforcement or by
horizontal reinforcement spaced not over 4 feet and ... The spacing of column ties
shall not be more than : 8 inches the full height for columns stressed by tensile or
...
This ratio shall be satisfied by uniformly distributed joint reinforcement or by
horizontal reinforcement spaced not over 4 feet and ... The spacing of column ties
shall not be more than : 8 inches the full height for columns stressed by tensile or
...
Page 210
The size , height and spacing of studs shall be in accordance with Table No . 25 -
R - 3 except that Utility grade studs shall not be spaced more than 16 inches on
center , nor support more than a roof and ceiling , nor exceed 8 feet in height for ...
The size , height and spacing of studs shall be in accordance with Table No . 25 -
R - 3 except that Utility grade studs shall not be spaced more than 16 inches on
center , nor support more than a roof and ceiling , nor exceed 8 feet in height for ...
Page 300
... MINIMUM NAIL NOMINAL PANELI PENETRATION THICKNESS IN FRAMING (
In . ) ( In . ) 5716 144 6d PANELS APPLIED DIRECT TO FRAMING PANELS
APPLIED OVER 12 " GYPSUM SHEATHING Nail Size Nail Spacing at Panel
Edges ...
... MINIMUM NAIL NOMINAL PANELI PENETRATION THICKNESS IN FRAMING (
In . ) ( In . ) 5716 144 6d PANELS APPLIED DIRECT TO FRAMING PANELS
APPLIED OVER 12 " GYPSUM SHEATHING Nail Size Nail Spacing at Panel
Edges ...
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Contents
Requirements for Group A Occupancies | 43 |
Requirements for Group E Occupancies | 54 |
Requirements for Group M Occupancies | 69 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly axial bars beam bearing bending building official Chapter column combination compression compressive stress computed concrete conform connections considered construction continuous covered Decking depth determined diameter direction distance Division doors edge effective elasticity elements equal exceed EXCEPTION exit exterior face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group grout height horizontal inches installed joints lateral least length less limited live load located lumber masonry materials maximum modulus nails Occupancies openings panel parallel percent permitted placed portion pounds protected ratio reinforcement resist roof rooms Section Select Structural separation shear sheathing side slab space span specified square steel story strength stress Structural studs surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wire wood