Uniform Building Code, Volume 1International Conference of Building Officials, 1997 - Building laws |
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Page 1-171
... plate . Foun- dation plates and sills shall be the kind of wood specified in Section 2306.4 . 1806.6.1 Additional requirements in Seismic Zones 3 and 4 . The following additional requirements shall apply in Seismic Zones 3 and 4 . 1 ...
... plate . Foun- dation plates and sills shall be the kind of wood specified in Section 2306.4 . 1806.6.1 Additional requirements in Seismic Zones 3 and 4 . The following additional requirements shall apply in Seismic Zones 3 and 4 . 1 ...
Page 1-212
... plate to joist or blocking , typical face nail Sole plate to joist or blocking , at braced wall panels 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double studs , face nail 10. Doubled top plates , typical face nail Double top ...
... plate to joist or blocking , typical face nail Sole plate to joist or blocking , at braced wall panels 7. Top plate to stud , end nail 8. Stud to sole plate 9. Double studs , face nail 10. Doubled top plates , typical face nail Double top ...
Page 1-219
... plates installed to provide overlapping at corners and at intersec- tions with other partitions . End joints in double top plates shall be offset at least 48 inches ( 2438 mm ) . EXCEPTION : A single top plate may be used , provided the ...
... plates installed to provide overlapping at corners and at intersec- tions with other partitions . End joints in double top plates shall be offset at least 48 inches ( 2438 mm ) . EXCEPTION : A single top plate may be used , provided the ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 1-7 |
UBC Standard 72 Fire Tests of Door Assemblies | 1-68 |
UBC Standard 2111 | 1-94 |
Copyright | |
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accessible aggregate aisle applied approved area of refuge ASTM automatic sprinkler system B.W. gage braced wall lines building official building or structure ceiling cement combustible comply concrete conform corridor Division 3 Occupancies doors dwelling units elevator equipment exceed EXCEPTION exit-access exterior walls fire assembly Fire Code fire-resistive construction fire-resistive rating floor area grade Group H grout gypsum hazardous height inches inspection installed insulation joists kN/m² live load located masonry materials maximum means of egress minimum N/C less nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels percent perlite portion reinforcement requirements of Section roof rooms Select Structural sheathing slope smoke smoke detector space specified in Chapter specified in Section square feet stairways standpipes steel storage story studs surface Table tested thickness tion Type UBC Standard Uniform Building Code units vertical veneer ventilation vermiculite vertical in 12 wallboard water closet width wire wood