Uniform Building Code |
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Page 217
Joists framing from opposite sides of a beam , girder or partition shall be lapped
at least 4 inches or the opposing joists shall be tied together in an approved
manner . Joists framing into the side of a wood girder shall be supported by
framing ...
Joists framing from opposite sides of a beam , girder or partition shall be lapped
at least 4 inches or the opposing joists shall be tied together in an approved
manner . Joists framing into the side of a wood girder shall be supported by
framing ...
Page 282
25 - K - ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS
PER FOOT FOR PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR
- LARCH OR SOUTHERN PINE ' NAIL SIZE ( Galvanized Casing ) NAIL SIZE ...
25 - K - ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS
PER FOOT FOR PLYWOOD SHEAR WALLS WITH FRAMING OF DOUGLAS FIR
- LARCH OR SOUTHERN PINE ' NAIL SIZE ( Galvanized Casing ) NAIL SIZE ...
Page 623
THICKNESS MAXIMUM SPACING OF FRAMING MEMBERS ( Center to Center )
( In Inches ) OF GYPSUM WALLBOARD ( Inch ) NAILS2 _ TO WOOD PLANE OF
FRAMING SURFACE Nails 3 D 16 24 No . 13 gauge , 1 % " long , ' % " head ; .
THICKNESS MAXIMUM SPACING OF FRAMING MEMBERS ( Center to Center )
( In Inches ) OF GYPSUM WALLBOARD ( Inch ) NAILS2 _ TO WOOD PLANE OF
FRAMING SURFACE Nails 3 D 16 24 No . 13 gauge , 1 % " long , ' % " head ; .
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
8 other sections not shown
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood Zone