Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-227
... feet ( 1829 mm ) . Joists parallel to the wall shall be anchored with metal straps spaced not more than 6 feet ( 1829 mm ) on center extending over and under and secured to at least three joists . Blocking shall be provided between ...
... feet ( 1829 mm ) . Joists parallel to the wall shall be anchored with metal straps spaced not more than 6 feet ( 1829 mm ) on center extending over and under and secured to at least three joists . Blocking shall be provided between ...
Page 2-387
... feet ( 914 mm ) above the floor , and provided with roof - ceiling assembly with a thermal resistance ( R ) less than 2.0 . PRODUCTION GREENHOUSE is a greenhouse used ex- clusively for the growing of flowers or plants on a production ba ...
... feet ( 914 mm ) above the floor , and provided with roof - ceiling assembly with a thermal resistance ( R ) less than 2.0 . PRODUCTION GREENHOUSE is a greenhouse used ex- clusively for the growing of flowers or plants on a production ba ...
Page 2-422
... feet ( 3658 mm ) . Gable - end walls may be 15 feet ( 4572 mm ) at their peak . Wood - framed gable - end walls on buildings shall comply with Table A - 21 - I and Figure A - 21-17 or A - 21-18 . 2112.8.3 Walls in Seismic Zone 2 and use ...
... feet ( 3658 mm ) . Gable - end walls may be 15 feet ( 4572 mm ) at their peak . Wood - framed gable - end walls on buildings shall comply with Table A - 21 - I and Figure A - 21-17 or A - 21-18 . 2112.8.3 Walls in Seismic Zone 2 and use ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength