Uniform Building Code |
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Page 281
... FRAMING DIAPHRAGM BOUNDARY CASE 2 BLOCKING IF USED CASE 3 Case 5 Load Framing Blocking CONTINUOUS PANEL JOINTS Case 6 Load Framing Continuous Panel Joints Blocking NOTE : Framing may be located in either direction for blocked diaphragms ...
... FRAMING DIAPHRAGM BOUNDARY CASE 2 BLOCKING IF USED CASE 3 Case 5 Load Framing Blocking CONTINUOUS PANEL JOINTS Case 6 Load Framing Continuous Panel Joints Blocking NOTE : Framing may be located in either direction for blocked diaphragms ...
Page 282
... FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 MINIMUM MINIMUM PLYWOOD APPLIED OVER - INCH GYPSUM SHEATHING PLYWOOD GRADE NAIL SIZE NAIL PENE- NOMINAL ( Common or TRATION IN PLYWOOD Galvanized FRAMING THICKNESS Box ) ( Inches ) ...
... FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 MINIMUM MINIMUM PLYWOOD APPLIED OVER - INCH GYPSUM SHEATHING PLYWOOD GRADE NAIL SIZE NAIL PENE- NOMINAL ( Common or TRATION IN PLYWOOD Galvanized FRAMING THICKNESS Box ) ( Inches ) ...
Page 623
... FRAMING TABLE NO . 47 - G - APPLICATION OF SINGLE - PLY GYPSUM WALLBOARD LONG DIMENSION OF GYPSUM WALLBOARD SHEETS IN RELATION . TO DIRECTION OF FRAMING MEMBERS MAXIMUM SPACING OF FRAMING MEMBERS1 MAXIMUM SPACING OF FASTENERS ' ( Center ...
... FRAMING TABLE NO . 47 - G - APPLICATION OF SINGLE - PLY GYPSUM WALLBOARD LONG DIMENSION OF GYPSUM WALLBOARD SHEETS IN RELATION . TO DIRECTION OF FRAMING MEMBERS MAXIMUM SPACING OF FRAMING MEMBERS1 MAXIMUM SPACING OF FASTENERS ' ( Center ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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