Uniform Building Code, Issue 1International Conference of Building Officials, 1997 - Building laws |
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Page 1-178
The contents of this division are patterned after, and in general conformity with,
the provisions of Building Code Requirements for Reinforced Concrete (ACI 318-
95) and commentary — ACI 318 R-95. For additional background information
and ...
The contents of this division are patterned after, and in general conformity with,
the provisions of Building Code Requirements for Reinforced Concrete (ACI 318-
95) and commentary — ACI 318 R-95. For additional background information
and ...
Page 1-181
ASTM A 416, Uncoated Seven-wire Stress- relieved Steel Strand for Prestressed
Concrete 2. ASTM A 421, Uncoated Stress-relieved Wire for Prestressed
Concrete 3. ASTM A 722, Uncoated High-strength Steel Bar for Prestressing
Concrete ...
ASTM A 416, Uncoated Seven-wire Stress- relieved Steel Strand for Prestressed
Concrete 2. ASTM A 421, Uncoated Stress-relieved Wire for Prestressed
Concrete 3. ASTM A 722, Uncoated High-strength Steel Bar for Prestressing
Concrete ...
Page 1-182
1904.2.3 For concrete exposed to deicing chemicals, the maximum weight of fly
ash, other pozzolans, silica fume or slag that is included in the concrete shall not
exceed the percentages of the total weight of cementitious materials given in ...
1904.2.3 For concrete exposed to deicing chemicals, the maximum weight of fly
ash, other pozzolans, silica fume or slag that is included in the concrete shall not
exceed the percentages of the total weight of cementitious materials given in ...
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accessible accordance with Section 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 compressive strength 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 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 portland cement 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 thickness tion Type UBC Standard units vertical veneer ventilation vermiculite vertical in 12 water closet width wire wood