Cellular Beam Factory 81x306m DWG Detail for AutoCAD

Cellular Beam Factory 81x306m DWG Detail for AutoCAD

Beam Assembly drawing Cellular Factory -. Details – Specifications – sizing – analysis of loading

Drawing labels, details, and other text information extracted from the CAD file:

scale, scale, scale, scale, mm., stringer, remark, covering cm. for coloum, covering cm. for footing, mm., concrete pile, dia m., safe load, cm., support, cm., mm., stripup m., concrete pile, dia m., safe load, mm., stripup m., remark, covering cm. for column, covering cm. for footing, pl mm., mm., stiff. mm., mm., support, mm., dowel bar m., mm., stripup m., remark, covering cm. for column, covering cm. for footing, mm., mm., mm., mm., pl mm., mm., mm., louver sheet type, metal sheet, àêò, àêò truss, cellular, mm., cm., concrete pile, dia m., safe load, mm., base plate, stringer, cellular beam, truss, àêò, àêò, cellular beam, àêò, truss, top view, side view, concrete pile, dia m., safe load, cm., concret wall, foundation, roofing, metal sheet, light lip channel, thk., foundation, sheet, sheet roof, êòâ, sheet roof, pipe, ventilation roof, pipe mm., pipe mm., ventilation roof, ventilation roof, àêòãñºëñç, bush, support, clamp, support pipe, side view, plate cover, bush, àêòãñºëñç, bush, support, clamp, bush, pvc, truss, roofing, metal sheet, light lip channel, thk., column, mm., sheet, mm., sheet roof, cm., light lip channel, thk., pipe mm., dowel, top view, detail, side view, gutter, flat, mm.thickness, stainless sheets, section, ventilation roof detail, pvc, side view, top view, bush, pipe sch, weld, side view, top view, side view, pipe sch, plate mm., nut bolt, plastic, weld, pvc, sq.mm., sq.mm., nut bolt, sq.mm., pvc, truss, truss, wire mesh dia., dowel, mm., dowel, mm., àêãôá âòç, wire mesh dia., line, nts, line to, nts, detail, nts, bolt, bolt, line, nts, line, nts, stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., stringer m., see detail, see detail, see detail, stringer m., see detail, see detail, see detail, stringer m., bolt, see detail, detail, nts, bolt, see detail

Raw text data extracted from CAD file:

\A1;0.15 \A1;0.45 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.67 \A1;0.73 \A1;\U+22050.81 \A1;0.70 \A1;1.00 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.06 \A1;0.29 \A1;0.58 \A1;0.47 \A1;1.70 \A1;0.18 \A1;0.27 \A1;1.00 \A1;0.27 \A1;0.18 \A1;1.90 \A1;0.30 \A1;0.80 \A1;0.80 \A1;1.05 \A1;0.65 \A1;0.18 \A1;1.54 \A1;0.18 \A1;\U+22051.08 \A1;\U+22050.81 \A1;0.35 \A1;0.75 \A1;0.75 \A1;0.35 \A1;2.20 \A1;0.60 \A1;0.60 \A1;1.20 \A1;1.10 \A1;1.10 \A1;2.20 \A1;0.60 \A1;0.60 \A1;1.20 \A1;0.50 \A1;1.15 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.60 F XX EL.+ G XX EL.+ SCALE X D SCALE X D \A1;350 \A1;350 \A1;1000 \A1;700 \A1;2200 \A1;200 \A1;200 \A1;840 G G SCALE X D SCALE X D \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;306.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;27.00 \A1;27.00 \A1;27.00 \A1;81.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;306.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;27.00 \A1;27.00 \A1;27.00 \A1;81.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;306.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;27.00 \A1;27.00 \A1;27.00 \A1;81.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;306.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;27.00 \A1;27.00 \A1;27.00 \A1;81.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;306.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;27.00 \A1;27.00 \A1;27.00 \A1;81.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 2200.00 \A1;175.00 \A1;21.7563 \A1;188.00 1000 1800.000 2496 \A1;9770 \A1;10000 \A1;27000 \A1;27000 \A1;27000 \A1;81000 \A1;27000 \A1;27000 \A1;27000 \A1;81000 \A1;9770 \A1;10000 \A1;230 \A1;230 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;9000 \A1;100 \A1;100 \A1;100 \A1;100 \A1;256 \A1;100 \A1;100 \A1;100 \A1;100 \A1;50 \A1;50 \A1;75 \A1;150 \A1;75 \A1;300 \A1;1156 \A1;1000 \A1;250 \A1;75 \A1;150 \A1;75 \A1;80 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;80 \A1;300 \A1;1000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 \A1;18000 PIPE\U+00D8 76.3x 3.2 mm. RB19 STRINGER \A1;18.00 \A1;17.10 5 5 5 5 5 5 5 5 á»Å¹°Ò¹ÃÒ¡ F2 ÃÙ»µÑ´°Ò¹ÃÒ¡ F2 á»Å¹°Ò¹ÃÒ¡ F3 ÃÙ»µÑ´°Ò¹ÃÒ¡ F3 REMARK COVERING 5 CM. FOR COLOUM COVERING 10 CM. FOR FOOTING 10 - DB16 mm. 1-SPUN CONCRETE PILE DIA 0.30 M. L=24.00M SAFE LOAD =40TON/PCS C3 ¤Í¹¡ÃÕµËÂÒº Ë¹Ò 10 cm. ·ÃÒº´ÍÑ´á¹è¹ Ë¹Ò 10 cm. ¢ÂÒÂàÊÒ C3 ¢ÂÒ SUPPORT 3 ¤Í¹¡ÃÕµËÂÒº Ë¹Ò 10 cm. ·ÃÒº´ÍÑ´á¹è¹ Ë¹Ò 10 cm. ÃÙ»µÑ´°Ò¹ÃÒ¡ F1 C1 ÃдѺ´Ô¹ +/-0.00 38 - DB25 mm. STRIPUP - DB12 @ 0.15 m. 3-SPUN CONCRETE PILE DIA 0.35 M. L=24.00M SAFE LOAD =50TON/PCS 3 -DB12 mm. ÃÑ´Ãͺ 38 - DB25 mm. STRIPUP - DB12 @ 0.125 m. REMARK COVERING 10 CM. FOR COLUMN COVERING 10 CM. FOR FOOTING ¢ÂÒÂàÊÒ C1-Lower PL d 810x38 mm. 24 M32x1000 mm. Stiff. 150x150x15 mm. H - 488x300x11x18 mm. ¢ÂÒ SUPPORT 1 á»Å¹°Ò¹ÃÒ¡ F1 á»Å¹°Ò¹ÃÒ¡ F2 á»Å¹°Ò¹ÃÒ¡ F3 á»Å¹°Ò¹ÃÒ¡ F1 3x9 - DB25 mm. 3x9-DB25 mm. 3 -DB12 mm. ÃÑ´Ãͺ 10 - DB25 mm. 3 - DB12 mm. ÃÑ´Ãͺ 10 - DB16 mm. DB12 mm. ÃÑ´Ãͺ 5 5 5 Dowel Bar 4-DB16 L=2.50 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 30 - DB25 mm. STRIPUP - DB12 @ 0.15 m. REMARK COVERING 10 CM. FOR COLUMN COVERING 10 CM. FOR FOOTING ¢ÂÒÂàÊÒ C1-Upper 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 - DB12 mm. ÃÑ´Ãͺ 5 5 ÃдѺ´Ô¹ +/-0.00 5 5 5 5 5 5 5 5 5 5 5 5 8 - DB20 mm. DB12 @ 0.20 m. 8 - DB20 mm. DB12 mm. ÃÑ´Ãͺ 5 5 10 M25x750 mm. PL 28x400x600 mm. H - 294 x 200 x 8 x 12 mm. 5 5 18 - DB25 mm. R94952 ÊÒúѭẺ Ẻʶһѵ¡ÃÃÁ ẺÇÔÈÇ¡ÃÃÁâ¤Ã§ÊÃéÒ§ á¼è¹·Õè ÃÒ¡Òà á¼è¹·Õè ÃÒ¡Òà á¼è¹·Õè ÃÒ¡Òà S-01 S-02 S-03 S-04 S-05 ÊÑ­Åѡɳì ÊÑ­Åѡɳì ÃÒ¡Òà ¾×é¹ ¤ÊÅ. ¼ÔǢѴÁѹàÃÕº 1 1 ¼¹Ñ§¡èÍÍÔ° 2 3 Louver Sheet Type - 400 ¼¹Ñ§ Metal Sheet á»Å¹ °Ò¹ÃÒ¡ , á»Å¹ àÊÒ ÃдѺ+0.23 S-06 S-07 á»Å¹ àÊÒ ÃдѺ+2.23 , á»Å¹ TRUSS ÃÙ»µÑ´ ÃÙ»µÑ´ á»Å¹ â¤Ã§ÊÃéÒ§ËÅѧ¤Ò S-08 ¢ÂÒ Cellular Beam,Stringer CB1-832x300x12x20 mm. CB2-1000x300x13x24 mm. 3 - DB12 mm. ÃÑ´Ãͺ 18 - DB25 mm. 10 - DB25 mm. ÃдѺ´Ô¹ +/-0.00 5 5 5 5 5 ¤Í¹¡ÃÕµËÂÒº Ë¹Ò 10 cm. ·ÃÒº´ÍÑ´á¹è¹ Ë¹Ò 10 cm. 2-SPUN CONCRETE PILE DIA 0.35 M. L=24.00M SAFE LOAD =50TON/PCS 5 5 5 - DB25 mm. CB1-840x300x12x20 PL.25x500x1000 BASE PLATE 5 á»Å¹â¤Ã§ÊÃéÒ§ËÅѧ¤Ò STRINGER @1.50 m.(SEE DETAIL) CELLULAR BEAM 1000x300x13x24 1 A B C D E F G H I J 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 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ¢ÂÒ°ҹÃÒ¡ á»Å¹ TRUSS 1 A B C D E F G H I J 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 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 á»Å¹ àÊÒ ÃдѺ+2.23 1 A B C D E F G H I J 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 S-03 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 C1-Upper C1-Upper C3 C3 C3 C3 C3 C3 CB1 C1-Upper C1-Upper C3 C3 C3 C3 C3 C3 CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 C1-Upper C1-Upper CB1 á»Å¹ àÊÒ ÃдѺ+0.23 1 A B C D E F G H I J 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 S-02 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 C1-Lower C1-Lower C3 C3 C3 C3 C3 C3 CB1 C1-Lower C1-Lower C3 C3 C3 C3 C3 C3 CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 C1-Lower C1-Lower CB1 S-06 ¢ÂÒ°ҹÃÒ¡ S-07 ¢ÂÒ Cellular Beam S-00 ÃÒ¡ÒûÃСͺẺ¡èÍÊÃéÒ§ á»Å¹ °Ò¹ÃÒ¡ 1 A B C D E F G H I J 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 S-01 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 F3 , C3 F1 , C1 F3 , C3 F3 , C3 F3 , C3 F1 , C1 F3 , C3 F3 , C3 F2 ,CB1 F2 ,CB1 F1 , C1 F1 , C1 F3 , C3 F1 , C1 F3 , C3 F3 , C3 F3 , C3 F1 , C1 F3 , C3 F3 , C3 F2 ,CB1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F1 , C1 F1 , C1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 F2 ,CB1 C1-Lower C1-Lower CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 á»Å¹ °Ò¹ÃÒ¡ á»Å¹ àÊÒ ÃдѺ+0.23 á»Å¹ àÊÒ ÃдѺ+2.23 á»Å¹ TRUSS CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 CB1 á»Å¹â¤Ã§ÊÃéÒ§ËÅѧ¤Ò A 4 3 2 TOP VIEW SIDE VIEW A B CB2-1000x300x13x24 2-SPUN CONCRETE PILE DIA 0.35 M. L=24.00M SAFE LOAD =50TON/PCS ¤Í¹¡ÃÕµËÂÒº Ë¹Ò 10 cm. ·ÃÒº´ÍÑ´á¹è¹ Ë¹Ò 10 cm. 5 CB2-1000x300x13x24 CONCRET WALL EL.101.0m. ÃдѺ¾×é¹â¡´Ñ§ ¶¹¹ 100.\fBrowalliaUPC|b0|i0|c0|p34;7\fBrowalliaUPC|b0|i0|c222|p34;0 5 5 100.\fBrowalliaUPC|b0|i0|c0|p34;8\fBrowalliaUPC|b0|i0|c222|p34;0 FOUNDATION ROOFING (BOLT SYSTEM) METAL SHEET LIGHT LIP CHANNEL # 5" x 2"x 3.2 thk. \A1;pipe d 2 \S1/2;\H1.4286x;"( 76.3mm.) \A1;pipe d 2"( 60.5mm.) F2 FOUNDATION 5 PIPEd60.5x2.3 B \A1;˹éÒµèÒ§ÃкÒÂÍÒ¡ÒÈ \fCordia New|b0|i1|c222|p34;¢¹Ò´\fCordia New|b0|i1|c0|p34;0.60x2.80m.\fCordia New|b0|i1|c222|p34;»Ô´´éÇ \fCordia New|b0|i1|c0|p34;METAL SHEET B \A1;METAL SHEET ROOF \A1;STRINGER \A1;CB \A1;CB \A1;STR. \A1;STR. \A1;STR. \A1;STR. \A1;à»Ô´ ÊÒ \A1;CB \A1;METAL SHEET ROOF \A1;àÊÒÃѺËÑÇÅèÍ¿éÒ PIPE d 2- \H0.7x;\S1/2;\H1.4286x;" \A1;·Í§á´§ËÑÇÅèÍ¿éÒ \A1;à»Ô´ \A1;µÐá¡Ã§àËÅ硡ѹ¹¡ # \H0.7x;\S1/2;\H1.4286x;" A A 1 2 3 4 A B C D E F G á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ VENTILATION ROOF á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ 1 1 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 PIPE d 76.3x3.2 mm. 2 PIPE d 60.5x2.3 mm. +0.23 ÃдѺ¾×é¹ A B C D E 1 1 1 1 1 2 2 2 2 2 +EA. ÃдѺ¾×é¹ +EA. ÃдѺËÅѧ¼¹Ñ§¡Ñ¹´Ô¹ +EA. ÃдѺËÑÇàÊÒ +EA. ÃдѺÊÙ§ÊØ´ VENTILATION ROOF á¹ÇÊÒÂÅèÍ¿éÒ 1 2 3 D2 2 2 2 1 1 1 +EA. ÃдѺ¾×é¹ +EA. ÃдѺËÅѧ¼¹Ñ§¡Ñ¹´Ô¹ +EA. ÃдѺËÑÇàÊÒ +EA. ÃдѺÊÙ§ÊØ´ VENTILATION ROOF á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ ·Í§á´§ËÑÇÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ àÊÒÃѺËÑÇ ÅèÍ¿éÒ 1 3 4 5 BUSH ¾ÅÒʵԡ SUPPORT ÅÙ¡¶éÇ ÊÒ·ͧᴧ CLAMP ÂÖ´ÊÒ·ͧᴧ \A1; SUPPORT PIPE d 2 \S1/2;" " SIDE VIEW 2 PLATE COVER \W0.2694; \W1;Ẻ¢ÂÒ : àÊÒÊÒÂÅèÍ¿éÒ"A" 6 BUSH àËÅç¡ d 5/8" d 50sq.mm. ÅÙ¡¶éÇ áÃç¤ 1 ªèͧ àÊÒÃѺËÑÇ ÅèÍ¿éÒ 1 3 BUSH ¾ÅÒʵԡ SUPPORT ÅÙ¡¶éÇ ÊÒ·ͧᴧ CLAMP ÂÖ´ÊÒ·ͧᴧ 2 6 BUSH àËÅç¡ d 5/8" d 50sq.mm. ÅÙ¡¶éÇ áÃç¤ 1 ªèͧ á¹ÇÊÒÂÅèÍ¿éÒ ÊÒ·ͧᴧ d 50sq.mm. \W0.61697; \W1;Ẻ¢ÂÒ : àÊÒÊÒÂÅèÍ¿éÒ"B" àÊÒÅèÍ¿éÒ \A1;d 5/8 " ÊÒ·ͧᴧ d 50sq.mm. ÅÙ¡áÃç¤ÃѺÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ ·èÍ PVC \fCordia New|b0|i0|c222|p34;ÃÍÂÊÒÂÅèÍ¿éÒ 5 +2.23 ÃдѺ¡Óᾧ¤Í¹¡ÃÕµ +10.23 ÃдѺËÑÇàÊÒ \A1;pipe d 2"( 60.5mm.) ¶¹¹ 100.\fBrowalliaUPC|b0|i0|c0|p34;7\fBrowalliaUPC|b0|i0|c222|p34;0 100.\fBrowalliaUPC|b0|i0|c0|p34;8\fBrowalliaUPC|b0|i0|c222|p34;0 TRUSS T3 á¹ÇÊÒÂÅèÍ¿éÒ \A1;pipe d 2 \S1/2;\H1.4286x;"( 76.3mm.) \A1;pipe d 2"( 60.5mm.) ROOFING (BOLT SYSTEM) METAL SHEET LIGHT LIP CHANNEL # 5" x 2"x 3.2 thk. 0.85 0.85 1.20 COLUMN C2 5 4.5 \A1;CB ÊÒ·ͧᴧ d 50 mm. \A1;˹éÒµèÒ§ÃкÒÂÍÒ¡ÒÈ \fCordia New|b0|i1|c222|p34;¢¹Ò´\fCordia New|b0|i1|c0|p34;0.60x2.80m.\fCordia New|b0|i1|c222|p34;»Ô´´éÇ \fCordia New|b0|i1|c0|p34;METAL SHEET \A1;STRINGER \A1;CB ÊÒ·ͧᴧ d 50 mm. \A1;METAL SHEET ROOF \A1;µÐá¡Ã§àËÅ硡ѹ¹¡ # \H0.7x;\S1/2;\H1.4286x;" \A1;CB C1-Lower C3 C3 C1-Lower C1-Lower CB1-840x300x12x20 H600x300x12x20 CB1-2 CB1-3 CB1 CB1 CB1 àÊÒà¢çÁ - 0.35 x 0.35 Á. ¤ÇÒÁÂÒÇ 20.00Á. á¼è¹¤Í¹¡ÃÕµ # 0.20x0.40x4.50m. CB1 CB1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 ¢ÂÒ¾×é¹ GS1 ·ÃÒº´ÍÑ´á¹è¹ Ë¹Ò 10 cm. \A1;0.25 3.6 \A1;0.40 \A1;0.25 B1 B1 B1 B1 B1 B1 LIGHT LIP CHANNEL # 4" x 4"x 3.2 thk. # 8"x 8" PIPE d 76.3x2.3 mm. d 50sq.mm. d 50sq.mm. á¼è¹¤Í¹¡ÃÕµ # 0.20x0.40x4.50m. àÊÒà¢çÁ-0.35x0.35Á.ÂÒÇ20.00Á. Dowel Bars-6-DB25 ÂÒÇ10m. ¤Ò¹ B1 6-DB16 1.00-1.50 \A1;ãªéÊÅÔ§´Ö§ »Ô´-\fCordia New|b0|i1|c222|p34;à»Ô´ S-09 ¢ÂÒ¡ÓᾧÃͺ⡴ѧ 3,6 \A1;9.00 á¼è¹¤Í¹¡ÃÕµ # 0.20x0.40x4.50m. àÊÒà¢çÁ-0.35x0.35Á.ÂÒÇ20.00Á. 18 TOP VIEW DETAIL ¡Óᾧ SIDE VIEW 1 2 A B C D E C1-Lower C3 C3 C3 C1-Lower \A1;306.00 \A1;81.00 CB1 CB1 GS1 GS1 3.6 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 GS1 á»Å¹¾×é¹ÃдѺ +0.30 S-08 ¢ÂÒ¾×é¹ÍÒ¤Òà \A1;0.025 3,6 \A1;0.025 3,6 S-10 ¢ÂÒÂTRUSS GUTTER PIPE-4"( OD=114.3x8.6mm.Thickness) FLAT BAR-2"(50x6.0mm.Thickness) B 1 B 4 PIPE-3"( OD=89.1x6.0mm.Thickness) B 3 PIPE-2.1/2"-OD 76.3 x 4.2 mm.Thickness B 2 STAINLESS SHEETS # 1.20mm.Thickness S-11 ¢ÂÒÂTRUSS S-12 ¢ÂÒ ªèͧÃкÒÂÍÒ¡ÒȺ¹ËÅѧ¤Ò SECTION A-A SECTION B-B VENTILATION ROOF DETAIL 1 2 á¹ÇÊÒÂÅèÍ¿éÒ àÊÒÅèÍ¿éÒ \A1;d 5/8 " ÊÒ·ͧᴧ d 50sq.mm. ÅÙ¡áÃç¤ÃѺÊÒÂÅèÍ¿éÒ á¹ÇÊÒÂÅèÍ¿éÒ ·èÍ PVC \fCordia New|b0|i0|c222|p34;ÃÍÂÊÒÂÅèÍ¿éÒ ¶¹¹ 100.\fBrowalliaUPC|b0|i0|c0|p34;7\fBrowalliaUPC|b0|i0|c222|p34;0 100.\fBrowalliaUPC|b0|i0|c0|p34;8\fBrowalliaUPC|b0|i0|c222|p34;0 S-13 ¢ÂÒ á¹ÇÊÒÂÅèÍ¿éÒ S-15 Ẻ¢ÂÒÂÃÇÁ S-14 ¢ÂÒ ÃÒ§¹éÓº¹»Ãе٠3,6 3,6 3,6 3,6 3,6 3,6 3,6 3,6 0,025 3,6 3,6 3,6 3,6 3,6 \A1;27.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;18.00 4,5 4,5 4,5 4,5 4,5 4,5 4,5 4,5 3,6 0,025 3,6 3,6 3,6 3,6 3,6 \A1;18.00 1.20 0.85 0.85 \A1;0.95 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.00 \A1;0.45 \A1;0.50 \A1;@ 2.00 1.00 1,5 1,5 1,5 1,5 1,5 1.284 18 0,832 0.615 1,08 1.200 0.615 1,08 \A1;18.00 \A1;1.25 \A1;3.00 \A1;0.60 \A1;2.80 \A1;0.30 \A1;1.75 \A1;3.00 \A1;1.50 \A1;3.00 \A1;18.00 \A1;0.60 \A1;0.35 SIDE VIEW TOP VIEW 2 BUSH ¾ÅÒʵԡ ÃèͧãÊÊÒ·ͧᴧ 2 3 \W7.4741; \W1;Ẻ : °Ò¹ÃѺÊÒÂÅèÍ¿éÒ \A1; ( Pipe d 2"- sch 40 ) \W5.43599; : ´éÒ¹ÁØÁàÍÕ§ËÅѧ¤Ò⡴ѧ WELD 1 SIDE VIEW TOP VIEW TOP VIEW SIDE VIEW SIDE VIEW \A1; Pipe d 2" sch 40 \A1; Plate 12 mm. \A1; 2- Nut & Bolt »Øè¡ µÐ¡ÑèÇ 2 Ëع \A1;SUPPORT PLASTIC \A1; ( SS41 ) 1 WELD ½Ò¡Ãͺà¡ÅÕÂÇ PVC ÊÒ·ͧᴧ 50 sq.mm. ¼ÔǢѴÁѹ ÊÒ·ͧᴧ 50 sq.mm. \W0.19464; \W1;Ẻ : ¡ÒõԴµÑé§ \A1; 2- Nut & Bolt »Øè¡ µÐ¡ÑèÇ 2 Ëع \A1; 2- Nut & Bolt »Øè¡ µÐ¡ÑèÇ 2 Ëع ÊÒ·ͧᴧ 50 sq.mm. ËÁ͹¾ÅÒʵԡÃͧÊÒ·ͧᴧ ½Ò¡Ãͺà¡ÅÕÂÇ PVC 3 á·è¹Ãͧãµé àËÅç´ÃÕ´ 17,321 5,774 5,774 11,49 17,321 d0,762 ·Óà¡ÅÕèÂÇã¹ \f-DB Fongnam|b0|i0|c222|p2;d\fCordia New|b0|i0|c0|p34;57*2.5 1,155 4,042 1,155 45\U+00B0 ·Óà¡ÅÕèÂÇã¹ \f-DB Fongnam|b0|i0|c222|p2;d\fCordia New|b0|i0|c0|p34;57*2.5 d4,388 d6,986 11,49 d4,388 d6,986 1,386 4,33 d6,986 d7,506 d4,388 2,887 4,619 6,928 d6,986 1,386 4,4 2,887 1,155 4,619 0,346 2*45° ·Óà¡ÅÕèÂÇã¹ \f-DB Fongnam|b0|i0|c222|p2;d\fCordia New|b0|i0|c0|p34;57*2.5 14,434 5,554 6,928 5,554 ·Óà¡ÅÕèÂÇã¹ \f-DB Fongnam|b0|i0|c222|p2;d\fCordia New|b0|i0|c0|p34;57*2.5 23,972 d6,978 d7,506 ·Óà¡ÅÕèÂÇã¹ \f-DB Fongnam|b0|i0|c222|p2;d\fCordia New|b0|i0|c0|p34;57*2.5 d6,986 4,4 23 0,453 1,2 0,556 \A1;18.00 \A1;1.25 \A1;3.00 \A1;0.60 \A1;2.80 \A1;18.00 4,5 4,5 4,5 4,5 18 7,51 3,755 3,755 18 10,49 9,9 4,5 2,5 11 11 1,5 0,6 18 18 7,6 10,4 9,9 9 9 3.00 0,45 1.500 0.700 1.930 1.230 2,5 2.00 \A1;0.029 \A1;0.040 1,019 \A1;0.10 \A1;0.20 \A1;0.09 \A1;0.35 3.380 0,832 8 3.330 7,5 10 0.500 \A1;0.50 \A1;0.60 1,2 0,035 \A1;0.55 \A1;0.45 0,1 \A1;0.44 \A1;0.50 \A1;1.02 1.200 \A1;1.50 0.832 0.85 0.85 1.20 \A1;0.029 0.87 1.50 \A1;0.0605 0.67 1.50 1.50 0.67 0.67 \A1;0.0605 \A1;0.0605 1.50 1.50 \A1;0.009 \A1;18.00 \A1;18.00 \A1;EA. \A1;18.00 \A1;18.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;EA. \A1;18.00 \A1;18.00 \A1;18.00 \A1;18.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;9.00 \A1;EA. 5 S-09 S-10 S-11 S-12 S-13 S-14 ¢ÂÒ ¾×é¹ÍÒ¤Òà ¢ÂÒ Truss ¢ÂÒ ªèͧÃкÒÂÍÒ¡ÒȺ¹ËÅѧ¤Ò ¢ÂÒ ¡ÓᾧÃͺÍÒ¤Òà S-15 ¢ÂÒ ÃÒ§¹éÓº¹»Ãе٠Ẻ¢ÂÒÂÃÇÁ ¢ÂÒ á¹ÇÊÒÂÅèÍ¿éÒ ¢ÂÒ Truss ¤Ò¹ B1 ¾×é¹ GS1 ¾×é¹ GS1 WIRE MESH Dia. 9.00mm.@0.20m.# á¼è¹¤Í¹¡ÃÕµ # 0.20x0.40x4.50m. àÊÒà¢çÁ-0.35x0.35Á.ÂÒÇ20.00Á. Dowel Bars-6-DB25 ÂÒÇ10m. PIPE\U+00D8 60.5 x 2.3 mm. PIPE\U+00D8 60.5 x 2.3 mm. á¼è¹¤Í¹¡ÃÕµ # 0.20x0.40x4.5m. "µÒÁẺ¢ÂÒÂ" àÊÒà¢çÁ-0.35x0.35Á.ÂÒÇ20.00Á. Dowel Bars-6-DB25 ÂÒÇ10m. 6-DB16 mm. "µÒÁẺ¢ÂÒÂ" ST.DB12.00mm.@0.15m. àÊÃÔÁ DB25 6àÊé¹ ÂÒÇ 10m. ¤Ò¹ B1 WIRE MESH Dia. 9.00mm.@0.20m.# 3-DB16 3-DB16 ¢ÂÒ¤ҹB1 ST.RB9.00mm.@0.20m. 0.25 0.40 6-DB16mm. ST.DB12.00mm.@0.15m. 4.50 0.25 0.25 0.20 ST.DB12.00mm.@0.15m. 6-DB16mm. ¢ÂÒÂá¼è¹¤Í¹¡ÃÕµ CB1-840x300x12x20 5 5 5 5 5 5 5 5 5 5 5 5 5 ÃдѺ¾×é¹ÍÒ¤Òà EL.+0.23 A ÃÙ»µÑ´ LINE 1&18 NTS ÃдѺËÅѧ¼¹Ñ§¡Ñ¹´Ô¹ EL.+2.23 ÃдѺÊÙ§ÊØ´ÍÒ¤Òà EL.+20.00 B C D E F G H I J CB1-1 H600x300x12x20 H300x200x8x12 H300x200x8x12 H500x300x11x18 H300x200x8x12 H300x200x8x12 H300x200x8x12 H300x200x8x12 C3 C3 C1 C3 C3 C1 C3 C3 CB1-840x300x12x20 5 5 5 5 5 5 5 5 5 5 5 5 5 ÃдѺ¾×é¹ EL.+0.23 A B C D E F G H I J CB1-1 H600x300x12x20 C1 C1 T1 T1 ÃÙ»µÑ´ LINE 2 to 17 NTS CB2-1000x300x13x24 H700x300x13x24 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETAIL "1" NTS 5 PL.25x300x1156 BOLT M24x90(1N+1PW) BOLT M24x120(1N+1PW) PL.16x140x250 PL.25x300x1156 BOLT M24x90(1N+1PW) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PL.38x300x1000 H500x300x11x18 CB1-840x300x12x20 CB1-1 H600x300x12x20 CB1-840x300x12x20 CB1-1 H600x300x12x20 S-04 ÃÙ»µÑ´ ÃдѺ´Ô¹à´ÔÁ EL.+0.00 5 5 5 ÃдѺËÅѧ¼¹Ñ§¡Ñ¹´Ô¹ EL.+2.23 ÃдѺ´Ô¹à´ÔÁ EL.+0.00 5 5 5 \A1;306000 CB1-1 10 CB1-1 11 5 CB1-1 12 5 CB1-1 13 5 CB1-1 14 5 CB1-1 15 5 CB1-1 16 5 CB1-1 17 5 CB1-1 18 5 5 \A1;306000 ÃдѺ¾×é¹ EL.+0.23 1 CB1-1 CB1-1 CB1-1 CB1-1 CB1-1 CB1-1 CB1-1 CB1-1 CB1-1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 ÃдѺ¾×é¹ EL.+0.23 ÃÙ»µÑ´ LINE A & J NTS ÃÙ»µÑ´ LINE A & J NTS Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 Stringer @1.50 m. CB2-1000x300x13x24 H700x300x13x24 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 CB1-840x300x12x20 H600x300x12x20 S-05 ÃÙ»µÑ´ ÃдѺËÅѧ¼¹Ñ§¡Ñ¹´Ô¹ EL.+2.23 ÃдѺ´Ô¹à´ÔÁ EL.+0.00 ÃдѺËÅѧ¼¹Ñ§¡Ñ¹´Ô¹ EL.+2.23 ÃдѺ´Ô¹à´ÔÁ EL.+0.00 ÃдѺËÑÇàÊÒ EL.+10.23 SEE DETAIL "1" R976.01 CB2-1000x300x13x24 CB2-4 H700x300x13x24 CB2-1000x300x13x24 CB2-3 H700x300x13x24 CB2-1000x300x13x24 CB2-2 H700x300x13x24 CB2-1000x300x13x24 CB2-1 H700x300x13x24 SEE DETAIL "1" SEE DETAIL "1" SEE DETAIL "1" CB2-1000x300x13x24 CB2-4 H700x300x13x24 CB2-1000x300x13x24 CB2-3 H700x300x13x24 CB2-1000x300x13x24 CB2-2 H700x300x13x24 CB2-1000x300x13x24 CB2-1 H700x300x13x24 SEE DETAIL "1" SEE DETAIL "1" SEE DETAIL "1" Stringer @1.50 m. ÃдѺÊÙ§ÊØ´ÍÒ¤Òà EL.+20.00 ÃдѺËÑÇàÊÒ EL.+10.23 SEE DETAIL "1" R976.01 CB2-1000x300x13x24 CB2-4 H700x300x13x24 CB2-1000x300x13x24 CB2-3 H700x300x13x24 CB2-1000x300x13x24 CB2-2 H700x300x13x24 CB2-1000x300x13x24 CB2-1 H700x300x13x24 SEE DETAIL "1" SEE DETAIL "1" SEE DETAIL "1" CB2-1000x300x13x24 CB2-4 H700x300x13x24 CB2-1000x300x13x24 CB2-3 H700x300x13x24 CB2-1000x300x13x24 CB2-2 H700x300x13x24 CB2-1000x300x13x24 CB2-1 H700x300x13x24 SEE DETAIL "1" SEE DETAIL "1" SEE DETAIL "1" Stringer @1.50 m. H500x300x11x18 H500x300x11x18 ÃдѺÊÙ§ÊØ´ÍÒ¤Òà EL.+20.00 ÃдѺËÑÇàÊÒ EL.+10.23 ÃдѺÊÙ§ÊØ´ÍÒ¤Òà EL.+20.00 ÃдѺËÑÇàÊÒ EL.+10.23 PL.38x300x840 CB1-840x300x12x20 CB2-1000x300x13x24 PL.25x300x840 PL.20x140x250 BOLT M24x100(1N+1PW) SEE DETAIL "2" SEE DETAIL "2" SEE DETAIL "2" SEE DETAIL "2" DETAIL "2" NTS PL.38x300x840 CB1-840x300x12x20 CB2-1000x300x13x24 PL.25x300x840 PL.20x140x250 BOLT M24x100(1N+1PW) ¢ÂÒÂàÊÒ CB1 SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL mm.@1.00m. ·Í§ á´§

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic
Measurement Units
Footprint Area
Building Features
Tags	analysis, ASSEMBLY, autocad, beam, cellular, construction, DETAIL, details, drawing, DWG, factory, loading, sizing, specifications, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier, xm