Uniform Building Code, Volume 1International Conference of Building Officials, 1997 - Building laws |
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Page 1-166
... bolts to determine that all plies of connected materials have been drawn together and that the selected proce- dure is properly used to tighten all bolts . 7. Structural masonry . 7.1 For masonry , other than fully grouted open - end ...
... bolts to determine that all plies of connected materials have been drawn together and that the selected proce- dure is properly used to tighten all bolts . 7. Structural masonry . 7.1 For masonry , other than fully grouted open - end ...
Page 1-200
... bolts at 6 feet ( 1829 mm ) on center or their equivalent . Bolts shall extend and be embedded at least 15 inches ( 381 mm ) into the masonry , or be hooked or welded to not less than 0.2 square inch ( 129 mm2 ) of bond beam reinforce ...
... bolts at 6 feet ( 1829 mm ) on center or their equivalent . Bolts shall extend and be embedded at least 15 inches ( 381 mm ) into the masonry , or be hooked or welded to not less than 0.2 square inch ( 129 mm2 ) of bond beam reinforce ...
Page 1-357
... bolts are shown in parenthesis : example ( 2 ) = two . 8See Table 16 - C or Appendix Chapter 16 , Division I , for values . Joist spacing is limited to 30 inches ( 762 mm ) on center maximum . 10Where two bolts are required they shall ...
... bolts are shown in parenthesis : example ( 2 ) = two . 8See Table 16 - C or Appendix Chapter 16 , Division I , for values . Joist spacing is limited to 30 inches ( 762 mm ) on center maximum . 10Where two bolts are required they shall ...
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