California Building Code, Volume 1International Conference of Building Officials, 2001 - Building laws |
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Page 23
... Strength Evaluation of Division III Design Standard for Anchorage to Existing Structures ... 2-153 Concrete Section 1921 Reinforced Concrete Structures Section 1923A Anchorage to Concrete Resisting Forces Induced by Division IV ...
... Strength Evaluation of Division III Design Standard for Anchorage to Existing Structures ... 2-153 Concrete Section 1921 Reinforced Concrete Structures Section 1923A Anchorage to Concrete Resisting Forces Induced by Division IV ...
Page 1-185
... strength gain and reduce time of curing . 1905.11.3.2 Accelerated curing shall provide a compressive strength of the concrete at the load stage considered at least equal to required design strength at that load stage . 1905.11.3.3 ...
... strength gain and reduce time of curing . 1905.11.3.2 Accelerated curing shall provide a compressive strength of the concrete at the load stage considered at least equal to required design strength at that load stage . 1905.11.3.3 ...
Page 1-186
... design strength . 1906.3.9 In solid slabs , piping , unless it is used for radiant heating or snow melting , shall be placed between top and bottom rein- forcement . 1906.3.10 Concrete cover for pipes , conduit and fittings shall not be ...
... design strength . 1906.3.9 In solid slabs , piping , unless it is used for radiant heating or snow melting , shall be placed between top and bottom rein- forcement . 1906.3.10 Concrete cover for pipes , conduit and fittings shall not be ...
Contents
Matrix Adoption Tables | XTC-1 |
UBC Standard 233 | XTC-23 |
UBC Standard 21 Noncombustible MaterialTests | 1-11 |
Copyright | |
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2001 CALIFORNIA BUILDING 30 inches A L CL A L accessible route aisle AL CL AL applied approved assembly ASTM braced wall lines building official building or structure CALIFORNIA BUILDING CODE ceiling cement Chapter 11A CL AL CL CL CL comply with Section concrete corridors curb ramps Division door DOSH DSA/AC dwelling units elevator enclosure equipment exceed EXCEPTION exit exterior walls facilities fire-resistive rating fixture floor area gage gypsum handrails height installed joists LA LC LA lath LC LA LC LC LC less located masonry materials maximum means of egress minimum nails noncombustible occupant load openings OSHPD panels percent permitted plaster protected ramp regulations reinforcement requirements of Section roof rooms seating Select Structural side slope smoke square feet stairways storage studs surface Table thickness tion toilet Type UBC Standard Uniform Building Code veneer water closet wheelchair wire wood