Roof Truss Structure DWG Block for AutoCAD

Roof Truss Structure DWG Block for AutoCAD

The file includes information on roof truss

Drawing labels, details, and other text information extracted from the CAD file (Translated from French):

section, scale, dated, scale, dated, chi tieát detail, maët caét section, maët caét section, grout, maët caét section, chi tieát detail, anchor bolt, flat base, rib plate, maët caét section, bolts, flat, bolts, flat, chi tieát detail, maët caét section, anchor bolt, truss supports movable partition, podium roof truss, scale, P.C., steel pipe, al. sheet, steel pipe, rust resisting paint, steel pipe, steel pipe, steel pipe, anchor bolt, anchor bolt, grout, steel pipe, flat base, rib plate, chi tieát detail, anchor bolt, grout, steel pipe, chi tieát detail, steel pipe, rust resisting paint, scale, P.C., steel pipe, rust resisting paint, steel pipe, steel pipe, al. sheet, steel pipe, podium roof truss, scale, st’l braket, P.C., st’l blowjob, rust resisting paint, steel pipe, al. sheet, steel pipe, st’l blowjob, rust resisting paint, podium roof truss, scale, st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, podium roof truss, scale, steel pipe, st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, podium roof truss, scale, steel pipe, st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, podium roof truss, scale, steel pipe, st’l blowjob, rust resisting paint, st’l blowjob, rust resisting paint, st’l blowjob, rust resisting paint, st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, steel pipe, podium roof truss, podium roof truss, scale, steel pipe, podium roof truss, scale, podium roof truss, scale, steel pipe, steel pipe, rust resisting paint, steel pipe, steel pipe, al. sheet, steel pipe, al. sheet, steel pipe, al. sheet, steel pipe, al. sheet, steel pipe, al. sheet, P.C., P.C., st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, P.C., st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, st’l hollow board, rust resisting paint, steel pipe, rust resisting paint, P.C., bolt, typical conecting detail, scale, bolt, podium roof truss, scale, steel pipe, scale, rectangle pipe, rectangle pipe, rectangle pipe, steel plate, pedestal, flat base, anchor bolt, var., scale, var., rectangle pipe, rectangle pipe, rectangle pipe, steel plate, typical conecting detail, scale, rib plate, rectangle pipe, scale, chi tieát detail, scale, scale, scale, steel plate, rectangle pipe, steel plate, scale, chi tieát detail, rectangle pipe, rib plate, scale, anchor bolt, rib plate, flat base, scale, anchor bolt, scale, chi tieát detail, grout, rib plate, steel plate, rectangle pipe, chi tieát detail, scale, chi tieát detail, scale, steel plate, rectangle pipe, scale, rectangle pipe, rust resisting paint, st’l blowjob, rust resisting paint, st’l blowjob, rust resisting paint, st’l blowjob, rust resisting paint, st’l blowjob, podium roof truss, scale, podium roof truss, scale, st’l blowjob, rust resisting paint, steel pipe, rust resisting paint, st’l blowjob, steel pipe, rust resisting paint, steel pipe, scale, scale, typical conecting detail, bolt, weld in site, rust resisting paint, st’l blowjob, st’l blowjob, rust resisting paint, st’l blowjob, scale, podium roof truss, podium roof truss, scale, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, st’l blowjob, steel pipe, rust resisting paint, podium roof truss, scale, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, podium roof truss, steel pipe, rust resisting paint, steel pipe, rust resisting paint, steel pipe, rust resisting paint, podium roof truss, truss supports movable partition, dμn, detail, movable partition, truss supports, podium, detail, podium roof truss, podium, detail, podium roof truss, podium, detail, podium roof truss, podium, detail, podium roof truss, daøn ñôõ vaùch ngaên di ñoäng, chi tieát detail, scale, daøn ñôõ vaùch ngaên di ñoäng, maët caét, weld in site, ENG, chèng rü, ENG, chèng rü, ENG, thðp èng, chèng rü, neo, co ngãt, chèng rü, chi tieát noái ñieån hình, maët caét, chèng rü, Hep, thðp têm, Hep, thðp têm, neo, this, neo, hep hep, daøn maùi khoái ñeá, scale, daøn maùi khoái ñeá, scale, daøn maùi khoái ñeá, scale, daøn maùi khoái ñeá, scale, chèng rü, ENG, daøn maùi khoái ñeá, chi tieát noái ñieån hình, ii. materials a. structural steel all structural steel shall be standard rolled shapes shall be conformed to: columns ksd fy beams shear ksd fy beams participating in the lateral load resisting system section plates columns ksd beams ksd angles and channels ksd fy steel pipe ksd fy b. and washers all of the nuts and bolts shall be complied with. all bolt holes

Raw text data extracted from CAD file:

X X X X SECTION X X \A1;1.250 \A1;2.200 \A1;2.700 \A1;100 \A1;500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.815 \A1;1.270 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;815 \A1;1.540 \A1;1.601 \A1;1.287 \A1;563 \A1;972 \A1;1.501 \A1;786 \A1;759 \A1;491 \A1;632 \A1;300 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;680 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.344 \A1;687 \A1;1.500 \A1;472 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.729 \A1;1.432 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;688 \A1;999 \A1;1.500 \A1;1.250 \A1;2.200 \A1;2.700 \A1;500 \A1;100 \A1;900 \A1;11.475 \A1;1.509 \A1;29.759 \A1;13.655 \A1;10.993 \A1;2.584 \A1;423 \A1;1.258 \A1;300 \A1;1.500 \A1;11.085 \A1;1.508 \A1;27.431 \A1;5.509 \A1;10.427 \A1;2.287 \A1;100 \A1;1.600 \A1;1.120 \A1;715 \A1;1.552 \A1;1.862 \A1;1.084 \A1;d355,5 \A1;355,5 \A1;80 \A1;80 \A1;40 \A1;40 \A1;40 \A1;40 \A1;25 \A1;25 \A1;80 \A1;80 \A1;d216,3 \A1;216,3 \A1;80 \A1;80 \A1;40 \A1;40 \A1;40 \A1;40 \A1;24 \A1;24 \A1;80 \A1;80 \A1;27.509 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;2.590 \A1;1.200 \A1;3.000 \A1;790 \A1;480 \A1;1.320 \A1;100 \A1;200 \A1;900 \A1;500 \A1;100 \A1;30 \A1;30 \A1;600 \A1;16 \A1;VAR. \A1;16 \A1;200 \A1;16 \A1;49,8 \A1;49,8 \A1;VAR. \A1;3.600 \A1;75 \A1;1.200 \A1;3.000 \A1;100 \A1;300 \A1;300 \A1;200 \A1;10 \A1;10 \A1;330 \A1;400 \A1;160 \A1;160 \A1;30 \A1;40 \A1;20 \A1;d318,5 \A1;20 \A1;40 \A1;330 \A1;30 \A1;10 \A1;150 \A1;12 \A1;250 \A1;200 \A1;10 \A1;160 \A1;160 \A1;10 \A1;318,5 \A1;100 \A1;100 \A1;20 \A1;d318,5 \A1;20 \A1;100 \A1;50 \A1;25 \A1;50 \A1;150 \A1;500 \A1;d318,5 \A1;100 \A1;300 \A1;300 \A1;400 \A1;200 \A1;16 \A1;16 \A1;16 \A1;250 \A1;150 \A1;200 \A1;250 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;300 \A1;1.000 \A1;1.000 \A1;639 \A1;761 \A1;591 \A1;2.500 \A1;8.000 \A1;8.000 \A1;500 \A1;2.939 \A1;4.869 \A1;4.000 \A1;600 \A1;600 \A1;3.528 \A1;831 \A1;831 \A1;3.528 \A1;600 \A1;600 \A1;4.000 \A1;4.869 \A1;3.439 \A1;8.000 \A1;8.000 \A1;2.500 \A1;591 \A1;761 \A1;639 \A1;1.000 \A1;1.000 \A1;300 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;80 \A1;80 \A1;24 \A1;24 \A1;d318,5 \A1;40 \A1;40 \A1;318,5 \A1;40 \A1;40 \A1;80 \A1;80 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;1.000 \A1;300 \A1;1.000 \A1;639 \A1;761 \A1;591 \A1;3.500 \A1;8.000 \A1;8.000 \A1;3.439 \A1;4.869 \A1;4.000 \A1;600 \A1;600 \A1;3.528 \A1;831 \A1;8.000 \A1;8.000 \A1;8.000 \A1;4.000 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.350 \A1;3.700 \A1;25 \A1;650 \A1;850 \A1;150 \A1;125 \A1;10 \A1;130 \A1;10 \A1;130 \A1;125 \A1;1.300 \A1;1.300 \A1;400 \A1;250 \A1;250 \A1;500 \A1;200 \A1;600 \A1;60 \A1;10 \A1;130 \A1;10 \A1;72 \A1;6 \A1;72 \A1;150 \A1;150 \A1;10 \A1;105 \A1;10 \A1;125 \A1;125 \A1;59,5 \A1;6 \A1;59,5 \A1;600 \A1;200 \A1;600 \A1;500 \A1;80 \A1;90 \A1;80 \A1;25 \A1;12 \A1;400 \A1;150 \A1;200 \A1;10 \A1;180 \A1;10 \A1;125 \A1;125 \A1;50 \A1;100 \A1;50 \A1;80 \A1;90 \A1;80 \A1;200 \A1;25 \A1;25 \A1;25 \A1;150 \A1;25 \A1;3.400 \A1;250 \A1;250 \A1;20 \A1;50 \A1;50 \A1;50 \A1;20 \A1;10 \A1;130 \A1;10 \A1;12 \A1;10 \A1;130 \A1;10 \A1;72 \A1;6 \A1;72 \A1;150 \A1;150 \A1;20 \A1;20 \A1;20 \A1;20 \A1;125 \A1;130 \A1;130 \A1;150 \A1;125 \A1;125 \A1;125 \A1;10 \A1;105 \A1;10 \A1;125 \A1;90 \A1;20 \A1;20 \A1;150 \A1;150 \A1;20 \A1;20 \A1;90 \A1;20 \A1;20 \A1;45 \A1;100 \A1;45 \A1;45 \A1;100 \A1;45 \A1;70 \A1;50 \A1;90 \A1;70 \A1;53 \A1;300 \A1;500 \A1;50 \A1;15 \A1;200 \A1;100 \A1;500 \A1;100 \A1;d216,3 \A1;d355,5 \A1;d216,3 \A1;d500 \A1;700 \A1;450 \A1;500 \A1;50 \A1;15 \A1;200 \A1;1.250 \A1;160,3 \A1;160,3 \A1;900 \A1;4.900 \A1;100 \A1;2.100 \A1;2.700 \A1;300 \A1;1.500 \A1;1.500 \A1;300 \A1;1,500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;748 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.600 \A1;983 \A1;1.186 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;11.085 \A1;1.508 \A1;27.431 \A1;5.509 \A1;10.427 \A1;2.287 \A1;3.131 \A1;1.500 \A1;1.500 \A1;1.500 \A1;700 \A1;900 \A1;9.500 \A1;1.500 \A1;12.500 \A1;6.700 \A1;4.900 \A1;100 \A1;2.100 \A1;2.700 \A1;1.500 \A1;1.500 \A1;300 \A1;350 \A1;1.500 \A1;300 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;986 \A1;1.600 \A1;785 \A1;1.571 \A1;2.086 \A1;1.500 \A1;982 \A1;1.600 \A1;1.603 \A1;300 \A1;763 \A1;950 \A1;1.250 \A1;500 \A1;500 \A1;1.250 \A1;2.200 \A1;2.700 \A1;500 \A1;100 \A1;300 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.350 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;900 \A1;9.534 \A1;1.500 \A1;18.063 \A1;1.319 \A1;1.250 \A1;2.200 \A1;2.700 \A1;900 \A1;9.649 \A1;1.501 \A1;19.337 \A1;584 \A1;1.015 \A1;880 \A1;100 \A1;500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.857 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.649 \A1;1.122 \A1;805 \A1;1.530 \A1;483 \A1;1.250 \A1;2.200 \A1;1.395 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;740 \A1;720 \A1;466 \A1;900 \A1;9.887 \A1;1.502 \A1;21.065 \A1;1.112 \A1;1.697 \A1;2.700 \A1;500 \A1;100 \A1;1.989 \A1;1.500 \A1;1.500 \A1;1.002 \A1;1.250 \A1;2.200 \A1;2.700 \A1;100 \A1;500 \A1;901 \A1;10.618 \A1;1.506 \A1;24.841 \A1;8.638 \A1;1.985 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.555 \A1;1.847 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;820 \A1;4.255 \A1;4.779 \A1;903 \A1;11.826 \A1;1.510 \A1;23.362 \A1;8.596 \A1;884 \A1;11.096 \A1;9.048 \A1;9.257 \A1;2.553 \A1;1.250 \A1;2.200 \A1;2.700 \A1;500 \A1;100 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.584 \A1;1.436 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;726 \A1;901 \A1;10.229 \A1;1.504 \A1;22.785 \A1;4.144 \A1;1.829 \A1;2.629 \A1;4.900 \A1;100 \A1;2.100 \A1;2.700 \A1;300 \A1;950 \A1;950 \A1;1.500 \A1;1.500 \A1;300 \A1;900 \A1;4.700 \A1;1.500 \A1;1.700 \A1;1.500 \A1;8.000 \A1;8.000 \A1;8.000 \A1;8.000 \A1;4.800 \A1;2.400 \A1;7.950 \A1;50 \A1;5.600 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.593 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.600 \A1;1.677 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.600 \A1;1.017 \A1;715 \A1;500 \A1;1.186 \A1;d500 \A1;700 \A1;172,8 \A1;56 \A1;250 \A1;210 \A1;56 \A1;172,8 \A1;3.439 \A1;761 \A1;500 \A1;500 \A1;8.000 \A1;4.000 \A1;1.500 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.000 \A1;1.000 \A1;1.200 \A1;800 \A1;800 \A1;1.200 \A1;1.200 \A1;1.200 \A1;3.500 \A1;1.000 \A1;1.000 \A1;1.000 \A1;8.000 \A1;4.000 \A1;1.500 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;4.800 \A1;3.200 \A1;1.000 \A1;1.600 \A1;2.400 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;639 \A1;1.500 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;2.400 \A1;8.000 \A1;4.000 \A1;4.800 \A1;3.200 \A1;1.600 \A1;1.500 \A1;8.000 \A1;4.000 \A1;4.800 \A1;3.200 \A1;1.600 \A1;2.400 \A1;1.500 \A1;591 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.500 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;1.200 \A1;8.000 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;750 \A1;3.075 \A1;1.200 \A1;1.525 \A1;1.103 \A1;750 DRWNAME1 DRWNAME1 SCALE : DRWNAME2 DRWNAME1 DRWNAME1 date date SCALE : DRWNAME2 DRWNAME1 DRWNAME1 DRWNAME1 DRWNAME1 date date \A1;1.500 \A1;71.2° \A1;123.7° \A1;BELOW 1,500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;4.200 \A1;12.900 \A1;3.500 \A1;2.700 \A1;8.000 \A1;8.000 \A1;8.000 \A1;200 \A1;6.000 \A1;100 \A1;4.100 \A1;80 \A1;800 \A1;800 \A1;4.200 \A1;12.900 \A1;3.500 \A1;2.700 \A1;5.000 \A1;1.500 \A1;VAR. \A1;1.500 \A1;1.500 \A1;1.638 \A1;1500 \A1;BELOW 1,500 \A1;318,5 \A1;100 \A1;100 \A1;d318,5 \A1;24 \A1;24 \A1;80 \A1;80 \A1;8.000 \A1;8.000 \A1;8.000 \A1;100 \A1;4.100 \A1;80 \A1;5.000 \A1;3.400 \A1;3.900 \A1;3.900 \A1;1.765 \A1;3.400 \A1;3.900 \A1;3.900 \A1;3.900 \A1;1.809 \A1;BELOW 1,500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;BELOW 1,500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;VAR. \A1;1.500 \A1;VAR. \A1;1.500 \A1;VAR. \A1;1.500 \A1;VAR. \A1;1.500 \A1;VAR. \A1;1.500 \A1;VAR. \A1;1.500 \A1;97.4° \A1;82.6° \A1;97.4° \A1;82.6° \A1;5.009 \A1;1.065 \A1;1.500 \A1;97.4° \A1;82.6° \A1;82.6° \A1;97.4° \A1;1.500 \A1;1.500 \A1;8.213 \A1;1.500 \A1;2.700 \A1;1.360 \A1;640 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.320 \A1;1.320 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;1.500 \A1;28.600 \A1;8.000 \A1;1.500 \A1;5.000 \A1;5.000 \A1;1.500 \A1;1.500 \A1;1.500 \A1;5.000 \A1;8.000 \A1;8.000 \A1;800 \A1;2.300 \A1;1.500 \A1;1.500 \A1;800 \A1;2.300 \A1;1.500 \A1;1.500 \A1;28.600 \A1;8.000 \A1;1.500 \A1;5.000 \A1;5.000 \A1;1.500 \A1;1.500 \A1;1.500 \A1;5.000 \A1;8.000 \A1;8.000 \A1;800 \A1;2.300 \A1;1.500 \A1;1.500 \A1;800 \A1;2.300 \A1;1.500 \A1;1.500 \A1;200 \A1;1500 \A1;82.6° \A1;97.4° \A1;82.6° \A1;800 \A1;1.500 \A1;VAR. \A1;8.000 \A1;8.000 \A1;8.000 \A1;3.400 \A1;3.900 \A1;3.900 \A1;3.900 \A1;3.900 \A1;2.550 \A1;1.750 \A1;4.200 \A1;2.700 \A1;3.500 \A1;12.900 \A1;1.500 \A1;1.500 \A1;82.6° \A1;82.6° \A1;800 \A1;800 \A1;200 \A1;6.000 \A1;100 \A1;4.100 \A1;80 \A1;VAR. \A1;VAR. \A1;1.500 \A1;1.638 \A1;1.500 \A1;3.187 \A1;318,5 \A1;100 \A1;100 \A1;318,5 \A1;100 \A1;100 \A1;8.000 \A1;8.000 \A1;8.000 \A1;200 \A1;6.000 \A1;100 \A1;4.100 \A1;80 \A1;800 \A1;800 \A1;4.200 \A1;12.900 \A1;3.500 \A1;2.700 \A1;8.000 \A1;8.000 \A1;8.000 \A1;200 \A1;6.000 \A1;100 \A1;4.100 \A1;80 \A1;5.000 \A1;4.200 \A1;12.900 \A1;3.500 \A1;2.700 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H-125X125X6.5X9 H-150X150X7X10 H-125x125x6x10 5 A - 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CHI TIEÁT - DETAIL -130x72x10 MAËT CAÉT - SECTION H-150x150x6x10 H-125x125x6x10 H-125x125x6x10 5 5 5 5 5 5 5 5 MAËT CAÉT - SECTION B - 5 5 5 5 3D22 4D12-150 3D12 5 5 5 5 5 5 5 NON-SHRINK GROUT 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MAËT CAÉT - SECTION 5 9 Y 10 Y 11 Y 12 Y CHI TIEÁT - DETAIL 5 5 4M16 ANCHOR BOLT 12mm BASE PLATE RIB PLATE 9T c - d - 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MAËT CAÉT - SECTION 5 5 5 5 4-M16 (8.8/S) BOLTS 12mm PLATE H-150x150x6x10 H-125x125x6x10 H-125x125x6x10 5 5 5 5 5 5 H-125x125x6x10 H-125x125x6x10 H-125x125x6x10 H-150x150x6x10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6-M20 (8.8/S) BOLTS 12mm PLATE 5 5 5 5 5 5 5 5 5 5 5 CHI TIEÁT - DETAIL MAËT CAÉT - SECTION ANCHOR BOLT 4D16 3 L 4 L TRUSS SUPPORTS MOVABLE PARTITION - ST3 5 PODIUM ROOF TRUSS - TR1 SCALE : 1/100 5 5 5 5 5 5 5 C.P. C.P. C.P. 5 5 5 5 5 5 5 5 d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE T3 AL. SHEET d500x9T STEEL PIPE RUST RESISTING PAINT 5 5 5 5 5 5 5 5 5 8 Y 9 Y 10 Y 11 Y 12 Y 4 L d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE 5 5 5 5 5 5 5 5 5 5 5 5 d355.6x9T STEEL PIPE 5 5 5 5 5 5 5 5 5 5 d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE A - B - C S703 4 L d<> 5 5 5 5 5 5 5 5 5 8M24 ANCHOR BOLT 1 - 8M24 ANCHOR BOLT 1 - NON-SHRINK GROUT d500x9T STEEL PIPE 15mm BASE PLATE RIB PLATE 9T CHI TIEÁT - DETAIL CHI TIEÁT - DETAIL d<> d<> d<> 4 L d<> 5 5 5 5 5 5 8M24 ANCHOR BOLT 1 - NON-SHRINK GROUT d500x9T STEEL PIPE CHI TIEÁT - DETAIL 5 d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE 5 5 RUST RESISTING PAINT RUST RESISTING PAINT RUST RESISTING PAINT RUST RESISTING PAINT SCALE : 1/10 SCALE : 1/10 SCALE : 1/10 SCALE : 1/10 5 4 L 5 5 5 5 5 5 5 5 1,500 C.P. C.P. C.P. C.P. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d500x9T STEEL PIPE RUST RESISTING PAINT d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 5 5 5 5 5 5 5 d355.6x9T STEEL PIPE T3 AL. SHEET d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE 12 Y 5 5 5 5 5 5 PODIUM ROOF TRUSS - TR8 SCALE : 1/100 5 5 5 5 5 T20 ST'L BRAKET 5 5 5 5 5 5 5 5 5 C.P. C.P. C.P. d500X9T ST'L PIPE RUST RESISTING PAINT 5 5 5 5 5 5 d355.6x9T STEEL PIPE T3 AL. SHEET d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 4 L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H - 350x350x12x19 d500X9T ST'L PIPE RUST RESISTING PAINT (SG1) 5 5 5 PODIUM ROOF TRUSS - TR2 SCALE : 1/100 5 5 T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT 5 5 5 PODIUM ROOF TRUSS - TR3 SCALE : 1/100 d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT PODIUM ROOF TRUSS - TR4 SCALE : 1/100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 5 5 5 T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT 5 PODIUM ROOF TRUSS - TR5 SCALE : 1/100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d500X9T ST'L PIPE RUST RESISTING PAINT d500X9T ST'L PIPE RUST RESISTING PAINT d500X9T ST'L PIPE RUST RESISTING PAINT 5 5 5 5 5 5 5 5 5 5 5 T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT 4 L 4 L 4 L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 5 5 5 5 5 5 5 PODIUM ROOF TRUSS - TR6 5 5 5 5 4 L 4 L PODIUM ROOF TRUSS - TR7 SCALE : 1/100 5 5 5 5 5 5 5 5 5 5 5 d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PODIUM ROOF TRUSS - TR9 SCALE : 1/100 PODIUM ROOF TRUSS - TR10 SCALE : 1/100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d600x9T STEEL PIPE RUST RESISTING PAINT 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE d355.6x9T STEEL PIPE 5 5 5 5 5 5 5 5 5 5 5 5 d355.6x9T STEEL PIPE T3 AL. SHEET d355.6x9T STEEL PIPE T3 AL. SHEET 5 5 d355.6x9T STEEL PIPE T3 AL. SHEET d355.6x9T STEEL PIPE T3 AL. SHEET d355.6x9T STEEL PIPE T3 AL. SHEET C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. 5 5 C.P. T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT 5 5 5 5 5 5 5 5 5 5 A S702 A - A - 5 5 C.P. C.P. C.P. C.P. C.P. C.P. C.P. 5 4 L 4 L A - A S702 A S702 A S702 A S702 A S702 B S702 B - B - B S702 B S702 B S702 B S702 B S702 T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT T1.2 ST'L HOLLOW BOARD / PAINT(INDICATED COLOR) C-50X100X20X3.2 RUST RESISTING PAINT d500x9T STEEL PIPE RUST RESISTING PAINT C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. C.P. d<> 5 5 5 5 5 5 5 16 M24 BOLT 5 5 5 5 TYPICAL CONECTING DETAIL SCALE : 1/10 d<> 5 5 5 5 5 5 5 5 5 5 5 13 M24 BOLT 5 5 5 5 5 5 5 5 PODIUM ROOF TRUSS - TR11 SCALE : 1/100 d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d216.3x4.5T STEEL PIPE 5 SCALE : 1/50 5 d318.5x8.0 5 5 400x200x9T RECTANGLE PIPE 250x150x6T RECTANGLE PIPE 250x150x6T RECTANGLE PIPE T16 STEEL PLATE 600x600 PEDESTAL T18 BASE PLATE M24 ANCHOR BOLT 5 5 5 5 5 5 5 5 5 5 4 L 5 5 VAR. 5 5 4 - 4 - SCALE : 1/10 5 5 5 VAR. 5 5 5 5 400x200x9T RECTANGLE PIPE 250x150x6T RECTANGLE PIPE 250x150x6T RECTANGLE PIPE T16 STEEL PLATE 4 - TYPICAL CONECTING DETAIL SCALE : 1/10 d - e - g - 5 5 - 5 5 5 5 5 5 5 5 5 5 5 5 d<> 5 RIB PLATE 12T 400x200x9T RECTANGLE PIPE d318.5x8.0 2 - 3 - 2 - SCALE : 1/10 CHI TIEÁT - DETAIL SCALE : 1/10 3 - SCALE : 1/10 5 - SCALE : 1/10 T16 STEEL PLATE 5 5 5 5 250x150x6T RECTANGLE PIPE T16 STEEL PLATE 5 5 5 5 5 SCALE : 1/10 CHI TIEÁT - DETAIL 6 - 5 5 5 5 5 5 5 RECTANGLE PIPE 250x150x6T RIB PLATE 12T SCALE : 1/10 6 - 5 5 8M22 ANCHOR BOLT RIB PLATE 10T 25mm BASE PLATE 7 - SCALE : 1/10 5 5 d<> 5 8M22 ANCHOR BOLT d318.5x8.0 d318.5x8.0 5 SCALE : 1/10 CHI TIEÁT - DETAIL L 4 5 5 5 5 5 NON-SHRINK GROUT RIB PLATE 10T d<> 7 - 5 h - k - T16 STEEL PLATE 5 5 8 - 5 RECTANGLE PIPE 400x200x9T 5 5 5 5 CHI TIEÁT - DETAIL SCALE : 1/10 SCALE : 1/10 8 - 9 - CHI TIEÁT - DETAIL SCALE : 1/10 5 5 5 5 T16 STEEL PLATE RECTANGLE PIPE 250x150x6T 6 - SCALE : 1/10 250x150x6T RECTANGLE PIPE 5 5 P1 SB1 ST2-6 P1 RUST RESISTING PAINT RUST RESISTING PAINT d318.5x8T ST'L PIPE d165.2x7T ST'L PIPE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L 4 ST2-4 ST2-3 ST2-5 5 5 5 5 5 5 RUST RESISTING PAINT d318.5x8T ST'L PIPE d318.5x8T ST'L PIPE RUST RESISTING PAINT 5 5 5 Y 0 1 Y Y 2 5 5 d318.5x8T ST'L PIPE RUST RESISTING PAINT RUST RESISTING PAINT SB1: d165.2x7T ST'L PIPE 5 5 G8 G9C 5 5 g S704 g S704 5 5 PODIUM ROOF TRUSS - ST4 PODIUM ROOF TRUSS - ST5 SCALE : 1/50 SCALE : 1/100 PODIUM ROOF TRUSS ST2 PODIUM ROOF TRUSS ST2-1 SCALE : 1/100 5 5 g S704 5 5 G9C G8 5 5 SB1: d165.2x7T ST'L PIPE RUST RESISTING PAINT RUST RESISTING PAINT d318.5x8T STEEL PIPE 5 2 Y Y 1 0 Y 5 5 5 RUST RESISTING PAINT d318.5x8T ST'L PIPE 5 5 5 5 5 5 ST2-5 ST2-3 ST2-4 4 L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d165.2x7T STEEL PIPE d318.5x8T STEEL PIPE RUST RESISTING PAINT RUST RESISTING PAINT P1 ST2-6 SB1 d355.6x9T STEEL PIPE d216.3x4.5T STEEL PIPE d318.5x8T STEEL PIPE SCALE : 1/10 8 - 8 - SCALE : 1/10 TYPICAL CONECTING DETAIL 12 M24 BOLT 5 5 5 5 d<> 5 5 5 5 5 5 5 WELD IN SITE WELD IN SITE WELD IN SITE WELD IN SITE WELD IN SITE SB1 ST2-6 RUST RESISTING PAINT RUST RESISTING PAINT d318.5x8T ST'L PIPE d165.2x7T ST'L PIPE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L 4 ST2-4 ST2-3 ST2-5 5 5 5 5 5 5 5 5 Y 0 1 Y Y 2 5 d318.5x8T ST'L PIPE RUST RESISTING PAINT RUST RESISTING PAINT SB1: d165.2x7T ST'L PIPE 5 5 G8 G9C 5 5 5 5 SCALE : 1/100 PODIUM ROOF TRUSS ST2-2 5 5 5 g S704 5 g S704 5 5 8 Y 9 Y 5 5 5 5 5 5 5 5 5 5 5 5 5 4 L PODIUM ROOF TRUSS ST2-3 SCALE : 1/100 d318.5x8T STEEL PIPE RUST RESISTING PAINT d318.5x8T STEEL PIPE RUST RESISTING PAINT d165.2x7T STEEL PIPE RUST RESISTING PAINT RUST RESISTING PAINT d318.5x8T ST'L PIPE d318.5x8T STEEL PIPE RUST RESISTING PAINT P1 P1 ST2-2 ST2 ST2-1 5 5 5 g S704 5 g S704 5 5 8 Y 9 Y 5 5 5 5 5 5 5 5 4 L PODIUM ROOF TRUSS ST2-4 SCALE : 1/100 d318.5x8T STEEL PIPE RUST RESISTING PAINT d318.5x8T STEEL PIPE RUST RESISTING PAINT d165.2x7T STEEL PIPE RUST RESISTING PAINT d318.5x8T STEEL PIPE RUST RESISTING PAINT P1 P1 ST2-2 ST2 ST2-1 5 5 5 g S704 5 5 ST2-1 ST2-1 5 5 5 5 d318.5x8T STEEL PIPE RUST RESISTING PAINT P1 5 5 5 5 5 5 5 5 5 d318.5x8T STEEL PIPE RUST RESISTING PAINT d318.5x8T STEEL PIPE RUST RESISTING PAINT d165.2x7T STEEL PIPE RUST RESISTING PAINT ST2-2 ST2 ST2-1 ST2-1 5 5 5 5 5 5 8 Y 9 Y PODIUM ROOF TRUSS ST2-5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d318.5x8T STEEL PIPE RUST RESISTING PAINT d318.5x8T STEEL PIPE RUST RESISTING PAINT d165.2x7T STEEL PIPE RUST RESISTING PAINT ST2-2 ST2 ST2-1 ST2-1 5 5 5 5 5 5 8 Y 9 Y PODIUM ROOF TRUSS ST2-6 5 5 5 5 5 5 5 5 5 5 5 H-125X125X6.5X9 H-150X150X7X10 9 Y 10 Y TRUSS SUPPORTS MOVABLE PARTITION ST3.1 3 L 4 L 5 5 5 5 5 di ®éng dµn ®ì v¸ch ng¨n 1/100 detail movable partition truss supports 07.2007 s-701 tr1 - tr2 - tr3 - tr4 dµn m¸i podium 1/100 detail tr1 - tr2 - tr3 - tr4 podium roof truss 07.2007 s-702 tr5 - tr6 - tr7 - tr8 dµn m¸i podium 1/100 detail tr5 - tr6 - tr7 - tr8 podium roof truss 07.2007 s - 703 tr9 - tr10 - tr11 - st4 - st5 dµn m¸i podium 1/100 detail tr9 - tr10 - tr11 - st4 - st5 podium roof truss 07.2007 s - 704 st2.2- st2.3-st2.4-st2.5-st2.6 dµn m¸i podium st2-st2.1 1/100 detail st2.2- st2.3-st2.4-st2.5-st2.6 podium roof truss st2-st2.1 07.2007 S - 705 DAØN ÑÔÕ VAÙCH NGAÊN DI ÑOÄNG - ST3 CHI TIEÁT - DETAIL SCALE : 1/100 SCALE : 1/100 DAØN ÑÔÕ VAÙCH NGAÊN DI ÑOÄNG - ST3.1 MAËT CAÉT - MAËT CAÉT - MAËT CAÉT - MAËT CAÉT - MAËT CAÉT - MAËT CAÉT - MAËT CAÉT - WELD IN SITE WELD IN SITE WELD IN SITE -thÐp èng -thÐp èng -thÐp èng -thÐp èng -s¬n chèng rÜ -thÐp èng -s¬n chèng rÜ -s¬n chèng rÜ -thÐp èng thÐp èng s¬n chèng rÜ s¬n chèng rÜ bul«ng neo v÷a kh«ng co ngãt s¬n chèng rÜ s¬n chèng rÜ s¬n chèng rÜ s¬n chèng rÜ s¬n chèng rÜ s¬n chèng rÜ s¬n chèng rÜ CHI TIEÁT NOÁI ÑIEÅN HÌNH CHI TIEÁT NOÁI ÑIEÅN HÌNH MAËT CAÉT - MAËT CAÉT - MAËT CAÉT - s¬n chèng rÜ s¬n chèng rÜ -thÐp hép thÐp tÊm -thÐp hép thÐp tÊm bul«ng neo -®Õ cét -b¶n ®¸y -bul«ng neo thÐp hép DAØN MAÙI KHOÁI ÑEÁ - ST4 DAØN MAÙI KHOÁI ÑEÁ - ST5 DAØN MAÙI KHOÁI ÑEÁ - TR11 DAØN MAÙI KHOÁI ÑEÁ - TR10 DAØN MAÙI KHOÁI ÑEÁ - TR9 DAØN MAÙI KHOÁI ÑEÁ - TR8 SCALE : 1/100 DAØN MAÙI KHOÁI ÑEÁ - TR7 DAØN MAÙI KHOÁI ÑEÁ - TR6 SCALE : 1/100 DAØN MAÙI KHOÁI ÑEÁ - TR5 DAØN MAÙI KHOÁI ÑEÁ - TR4 DAØN MAÙI KHOÁI ÑEÁ - TR3 SCALE : 1/100 DAØN MAÙI KHOÁI ÑEÁ - TR2 DAØN MAÙI KHOÁI ÑEÁ - TR1 SCALE : 1/100 s¬n chèng rÜ s¬n chèng rÜ -thÐp èng DAØN MAÙI KHOÁI ÑEÁ - ST2 DAØN MAÙI KHOÁI ÑEÁ - ST2.1 DAØN MAÙI KHOÁI ÑEÁ - ST2.2 DAØN MAÙI KHOÁI ÑEÁ - ST2.5 DAØN MAÙI KHOÁI ÑEÁ - ST2.6 DAØN MAÙI KHOÁI ÑEÁ - ST2.4 DAØN MAÙI KHOÁI ÑEÁ - ST2.3 CHI TIEÁT NOÁI ÑIEÅN HÌNH II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2 II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2 II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2 II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2 II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 08 X 09 X 10 X 11 X ST1 ST1 S3 5 5 5 08 X 09 X 10 X 11 X 5 5 5 <> 5 5 5 PH1 HP PH2 PH3 5 5 5 5 L L L L S3 S3 S3 S3 S4 S4 5 5 5 5 5 5 W.P W.P S3 ST3 ST3 ST3 ST3 ST3 ST3 ST3 ST3 ST1 ST1 ST1 5 5 5 5 5 VAR. VAR. ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 ST1 mÆt b»ng dµn m¸i tÇng 34 SCALE : 1/100 STRUCTURE PARTIAL SECTION 1-LEVEL 34~PHRF-TRUSS SCALE : 1/100 34 L 5 5 5 BELOW 1,500 5 5 5 5 5 5 5 5 5 5 5 - 1 S707 2 5 5 5 5 PH1 HP PH2 PH3 L L L L 34 L 5 5 5 04 Y 05 Y 06 Y 07 Y 5 5 5 5 5 5 5 STRUCTURE PARTIAL SECTION 2-LEVEL 34~PHRF-TRUSS SCALE : 1/100 04 Y 05 Y 06 Y 07 Y 5 5 5 5 PH1 HP PH2 PH3 L L L L 34 L 5 5 5 04 Y 05 Y 06 Y 07 Y 5 5 5 5 5 5 5 STRUCTURE PARTIAL SECTION 3-LEVEL 34~PHRF-TRUSS SCALE : 1/100 5 5 5 5 PH1 HP PH2 PH3 L L L L 34 L 5 5 5 04 Y 05 Y 06 Y 07 Y 5 5 5 5 5 5 STRUCTURE PARTIAL SECTION 4-LEVEL 34~PHRF-TRUSS SCALE : 1/100 5 5 5 5 PH1 HP PH2 PH3 L L L L 34 L 5 5 5 04 Y 05 Y 06 Y 07 Y 5 5 5 5 STRUCTURE PARTIAL SECTION 5-LEVEL 34~PHRF-TRUSS SCALE : 1/100 S3 S3 S4 S3 S3 S3 S4 S3 W.P W.P S707 3 S708 4 S708 5 5 5 5 <> 5 5 <> 5 5 BELOW 1,500 5 5 5 5 5 5 5 5 BELOW 1,500 5 5 5 5 5 5 5 VAR. 5 VAR. 5 VAR. 5 VAR. 5 VAR. 5 VAR. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T 5 5 a S706 a S706 b S706 b S706 b S706 b S706 a S706 a S706 a S706 a S706 c - d318.5x9.0T d318.5x9.0T 34 L d318.5x9.0T d318.5x9.0T 1 S00 5 5 8M22 ANCHOR BOLT RIB PLATE 10T 25mm BASE PLATE 1 - SCALE : 1/10 5 CHI TIEÁT - DETAIL SCALE : 1/10 d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T SCALE : 1/10 2 - 5 5 8M16 STUD BOLT RIB PLATE 10T 12mm BASE PLATE 2 - SCALE : 1/10 5 5 5 CONCRETE WALL 5 5 5 5 5 VAR. d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T a S706 5 5 VAR. 5 5 5 d318.5x9.0T d318.5x9.0T d318.5x9.0T d318.5x9.0T a S706 d318.5x9.0T 5 BELOW 1,500 5 5 8M16 STUD BOLT 12mm BASE PLATE 3 - SCALE : 1/10 5 d<> 5 5 5 5 d318.5x9.0T SCALE : 1/10 3 - c - c - c - 1/100 section 1.1 - detail TRUSS PLAN - LEVEL 34 mÆt c¾t 1.1 - chi tiÕt mÆt b»ng dµn m¸i tÇng 34 07.2007 s - 706 STRUCTURE PARTIAL PLAN-LEVEL34-TRUSS mÆt c¾t kÕt cÊu dµn 1-1 tÇng 34-phrf CHI TIEÁT - DETAIL CHI TIEÁT - DETAIL MAËT CAÉT - MAËT CAÉT - MAËT CAÉT - mÆt c¾t kÕt cÊu dµn 2-2 tÇng 34-phrf mÆt c¾t kÕt cÊu dµn 3-3 tÇng 34-phrf mÆt c¾t kÕt cÊu dµn 4-4 tÇng 34-phrf mÆt c¾t kÕt cÊu dµn 5-5 tÇng 34-phrf 1/100 section 2.2 - 3.3 mÆt c¾t 2.2 - 3.3 07.2007 s - 707 1/100 conecting detial section 4.4 - 5.5 chi tiÕt liªn kÕt mÆt c¾t 4.4 - 5.5 07.2007 s - 708 II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2 II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2 II. Materials A. Structural Steel All structural steel shall be standard rolled shapes shall conform to the following: 1. Columns - KSD 3503, SS400 Fy = 2400kg/cm2 2. Beams (w/simple shear - KSD 3503, SS400 Fy = 2400kg/cm2\Fromans.shx|c0; connection/composite) & beams participating in the lateral load resisting system 3. Built-up Section & Plates Columns - KSD 3503, SS400 Fy= 2400 kg/cm2 Beams - KSD 3503, SS400 Fy= 2400kg/cm2 4. Angles and channels - KSD 3503-3515, SS400 Fy = 2400kg/cm2 5. Steel pipes - KSD 3566, SPS400 Fy = 2400 kg/cm2 B. Bolts, Nuts, Pine and Washers 1. All bolts, nuts and washers shall conform to the requirements of KSB1010 Grade F10T. All bolts shall be fully torqued for both slip critical (friction) or bearing-type connections. All bolt holes shall be "short slotted," unless noted otherwise. All slip critical connections shall be tightened using the "torque control" method. 2. Anchor Bolt - KSD 3503, SS400 Fy= 2400kg/cm2

Language	French
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, file, includes, information, roof, roofing, stahlrahmen, stahlträger, steel, steel beam, steel frame, steel structure, structure, structure en acier, truss