California Building Code, Volume 1International Conference of Building Officials, 1998 - Building laws |
From inside the book
Results 1-3 of 82
Page 1-162
... foot unless otherwise noted ) × 0.0479 for kN / m2 Walkway , see Section 3303.6 Canopy , see Section 3303.7 Seats ... foot ( × 14.6 for N / m ) . 3Lateral sway bracing loads of 24 pounds per foot ( 350 N / m ) parallel and 10 pounds per ...
... foot unless otherwise noted ) × 0.0479 for kN / m2 Walkway , see Section 3303.6 Canopy , see Section 3303.7 Seats ... foot ( × 14.6 for N / m ) . 3Lateral sway bracing loads of 24 pounds per foot ( 350 N / m ) parallel and 10 pounds per ...
Page 1-271
... foot ( 4.89 kg / m2 ) ] MINIMUM SIZES FOR WIRE AND RIGID HANGERS Maximum Area Supported ( square feet ) Size and ... foot , cold- or hot - rolled channel 0.475 pound per foot , cold - rolled channel 0.475 pound per foot , cold - rolled ...
... foot ( 4.89 kg / m2 ) ] MINIMUM SIZES FOR WIRE AND RIGID HANGERS Maximum Area Supported ( square feet ) Size and ... foot , cold- or hot - rolled channel 0.475 pound per foot , cold - rolled channel 0.475 pound per foot , cold - rolled ...
Page 1-298
... foot ( 4380 N / m ) . Ĉ4Stresses given may be increased for combinations of loads as specified in the regular code ... foot for seismic shear 250 lbs . per foot for seismic shear 1.4 Floors with straight sheathing and finished wood ...
... foot ( 4380 N / m ) . Ĉ4Stresses given may be increased for combinations of loads as specified in the regular code ... foot for seismic shear 250 lbs . per foot for seismic shear 1.4 Floors with straight sheathing and finished wood ...
Contents
Matrix Adoption Tables | XTC-3 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
UBC Standard 102 Stairway Identification | 1-105 |
Copyright | |
6 other sections not shown
Other editions - View all
Common terms and phrases
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