Uniform Building Code, Volume 1International Conference of Building Officials, 1997 - Building laws |
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Page 1-80
... maximum and one 4 " ( 102 mm ) unit cored 40 percent maximum with 3/8 " ( 9.5 mm ) mortar - filled collar joint . Plastered one side with 3/4 " ( 19 mm ) gypsum plaster . Two wythes tied together every fourth course with No. 22 gage ...
... maximum and one 4 " ( 102 mm ) unit cored 40 percent maximum with 3/8 " ( 9.5 mm ) mortar - filled collar joint . Plastered one side with 3/4 " ( 19 mm ) gypsum plaster . Two wythes tied together every fourth course with No. 22 gage ...
Page 1-216
... MAXIMUM SPACING OF JOISTS ( inches ) x 25.4 for mm 24 Thickness ( inches ) x 25.4 for mm 314 718 24 0.c. 32 32 o.c. 48 48 0.c. Span rating4 ' Spans limited to value shown because of possible effects of concentrated loads . Allowable ...
... MAXIMUM SPACING OF JOISTS ( inches ) x 25.4 for mm 24 Thickness ( inches ) x 25.4 for mm 314 718 24 0.c. 32 32 o.c. 48 48 0.c. Span rating4 ' Spans limited to value shown because of possible effects of concentrated loads . Allowable ...
Page 1-266
... Maximum Area Supported ( square feet ) Size and Type × 0.09 for m2 12.5 16 18 Size x 25.4 for mm 0.148 - inch ( 3.76 ... MAXIMUM SPANS FOR MAIN RUNNERS6,7 0.083 - inch ( 2.11 mm ) ( No. 14 B.W. gage ) wire 0.065 - inch ( 1.65 mm ) ( No ...
... Maximum Area Supported ( square feet ) Size and Type × 0.09 for m2 12.5 16 18 Size x 25.4 for mm 0.148 - inch ( 3.76 ... MAXIMUM SPANS FOR MAIN RUNNERS6,7 0.083 - inch ( 2.11 mm ) ( No. 14 B.W. gage ) wire 0.065 - inch ( 1.65 mm ) ( No ...
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