California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
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Page 1-158
... spans in combination with full roof live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 psf ( 0.96 kN / m2 ) or more or where load ...
... spans in combination with full roof live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 psf ( 0.96 kN / m2 ) or more or where load ...
Page 1-215
... Span Rating Panel Thickness ( inches ) Maximum Span ( inches ) × 25.4 for mm Load5 ( pounds per square foot ) × 0.0479 for kN / m2 Maximum Span ( inches ) With Edge Roof / Floor Span x 25.4 for mm Support Without Edge Support Total Load ...
... Span Rating Panel Thickness ( inches ) Maximum Span ( inches ) × 25.4 for mm Load5 ( pounds per square foot ) × 0.0479 for kN / m2 Maximum Span ( inches ) With Edge Roof / Floor Span x 25.4 for mm Support Without Edge Support Total Load ...
Page 1-216
... Spans limited to value shown because of possible effects of concentrated loads . Allowable uniform loads based on deflection of 1 / 360 of span is 100 pounds per square foot ( psf ) ( 4.79 kN / m2 ) , except allowable total uniform load ...
... Spans limited to value shown because of possible effects of concentrated loads . Allowable uniform loads based on deflection of 1 / 360 of span is 100 pounds per square foot ( psf ) ( 4.79 kN / m2 ) , except allowable total uniform load ...
Contents
Matrix Adoption Tables | XTC-3 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
UBC Standard 102 Stairway Identification | 1-105 |
Copyright | |
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1998 CALIFORNIA BUILDING 30 inches accordance applied approved assembly ASTM B.W. gage braced wall lines building official building or structure CALIFORNIA BUILDING CODE ceiling cement Chapter concrete conform corridor curb ramps devices Division 3 Occupancies doors DOSH DSA/AC dwelling units elevator enclosure enforcing agency equipment exceed EXCEPTION exit exterior walls facilities Fire Code fire-resistive rating fixture floor area Group H grout gypsum handrails hazard HCD 1/AC height inches 51 mm installed joists least less located masonry materials maximum means of egress minimum nails noncombustible occupant load openings OSHPD panels percent permitted plaster pool portland cement protected ramp regulations reinforcement requirements of Section roof rooms Select Structural sheathing side slope smoke smoke detector space specified in Section square feet stairways steel storage studs surface Table Test thickness tion toilet Type UBC Standard Uniform Building Code veneer ventilation wallboard water closet wheelchair width wire wood