Uniform Building Code |
From inside the book
Results 1-3 of 81
Page 489
... inch in 12 inches for gravel surface or 2 inches to 12 inches for smooth or cap sheet surface shall be blind nailed through tin caps into the deck , wood nailers or wood insulation stops at not more than 18 inches on center to secure ...
... inch in 12 inches for gravel surface or 2 inches to 12 inches for smooth or cap sheet surface shall be blind nailed through tin caps into the deck , wood nailers or wood insulation stops at not more than 18 inches on center to secure ...
Page 595
... 12 inches on center . ' Six - inch hollow clay tile with 2 - inch concrete slab above . 10Four - inch hollow clay tile with 11⁄2 - inch concrete slab above . " Thickness measured to bottom of steel form units . Thickness measured to top ...
... 12 inches on center . ' Six - inch hollow clay tile with 2 - inch concrete slab above . 10Four - inch hollow clay tile with 11⁄2 - inch concrete slab above . " Thickness measured to bottom of steel form units . Thickness measured to top ...
Page 623
... Inches ) Nails 3 PLANE OF FRAMING TABLE NO . 47 - G - APPLICATION OF SINGLE - PLY GYPSUM WALLBOARD LONG DIMENSION OF ... 12 1/2 Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 Horizontal Either Direction 16 7 12 5/8 ...
... Inches ) Nails 3 PLANE OF FRAMING TABLE NO . 47 - G - APPLICATION OF SINGLE - PLY GYPSUM WALLBOARD LONG DIMENSION OF ... 12 1/2 Horizontal Perpendicular 24 7 12 Vertical Either Direction 24 8 12 Horizontal Either Direction 16 7 12 5/8 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength