Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 117
... Framed lumber or structural glued - laminated timber trusses supporting floor loads shall have members of not less than 8 inches in any dimension . ( d ) Roof Framing . Framed sawn timber arches or structural glued- laminated timber ...
... Framed lumber or structural glued - laminated timber trusses supporting floor loads shall have members of not less than 8 inches in any dimension . ( d ) Roof Framing . Framed sawn timber arches or structural glued- laminated timber ...
Page 211
... Framing details . Joists shall be supported laterally at the ends and at each support by solid blocking except where ... framing from opposite sides of a beam , girder or partition shall be lapped at least 4 inches or the opposing joists ...
... Framing details . Joists shall be supported laterally at the ends and at each support by solid blocking except where ... framing from opposite sides of a beam , girder or partition shall be lapped at least 4 inches or the opposing joists ...
Page 276
... FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 MINIMUM MINIMUM PLYWOOD APPLIED OVER 2 - INCH GYPSUM SHEATHING NOMINAL NAIL PENE- NAIL SIZE PLYWOOD TRATION IN ( Common er THICKNESS FRAMING Galvanized PLYWOOD APPLIED DIRECT TO FRAMING ...
... FRAMING OF DOUGLAS FIR - LARCH OR SOUTHERN PINE1 MINIMUM MINIMUM PLYWOOD APPLIED OVER 2 - INCH GYPSUM SHEATHING NOMINAL NAIL PENE- NAIL SIZE PLYWOOD TRATION IN ( Common er THICKNESS FRAMING Galvanized PLYWOOD APPLIED DIRECT TO FRAMING ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength