Several Models Stairs DWG Model for AutoCAD

Escalators, electrical, metal, etc

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

escalator front view, detail, between edge of r.c. support beams:, between edge of r.c. support beams:, escalator side view, steel bar, finished floor, base, total reaction, esc, esc, safety fence, esc, esc, esc, between edge of r.c. support beams:, esc, safety fence, esc, power supply, power supply, esc, cladding panel, esc, power supply, between edge of r.c. support beams:, head room, esc, esc, esc, esc, power supply, esc, esc, power supply, esc, esc

Raw text data extracted from CAD file:

ESCALATOR FRONT VIEW A-A’ DETAIL “Y” \A1;1009 \A1;50 \A1;1550 \A1;RISE=4900 \A1;RISE=4470 \A1;1020 \A1;1100 \A1;1550 \A1;50 \A1;1009 \A1;1550 \A1;50 \A1;1550 \A1;50 \A1;3200 \A1;1210 \A1;1210 \A1;6998 \A1;\C256;DISTANCE BETWEEN EDGE OF R.C. SUPPORT BEAMS: 11638 \A1;MIN.4200 \A1;200 \A1;1020 \A1;2100 \A1;70 \A1;1400 \A1;RISE=4900 \A1;920 \A1;MIN.2300 \A1;70 \A1;2400 \A1;200 \A1;920 \A1;1020 \A1;1700 \A1;600 \A1;800 \A1;2100 \A1;1400 \A1;MIN.4200 \A1;920 \A1;70 \A1;1020 \A1;1100 \A1;200 \A1;1020 \A1;920 \A1;2400 \A1;1700 \A1;70 \A1;600 \A1;800 \A1; 6384 \A1;RISE=4470 \A1;3200 \A1; 6998 \A1;200 \A1;1020 \A1;2100 \A1;70 \A1;1400 \A1;920 \A1;200 \A1;920 \A1;1020 \A1;1700 \A1;600 \A1;800 \A1;RISE=4900 \A1;MIN.2300 \A1;\C256;DISTANCE BETWEEN EDGE OF R.C. SUPPORT BEAMS: \C81;11024 \A1; 6384 \A1;RISE=4470 \A1;1020 \A1;RISE=4470 \A1;70 \A1;2100 \A1;1400 \A1;920 \A1;1020 \A1;920 \A1;70 \A1;2400 \A1;1700 \A1;200 \A1;1052 \A1;730 \A1;200 \A1;1020 \A1;800 \A1;600 \A1;200 \A1;70 \A1;2400 \A1;920 \A1;200 \A1;1020 \A1;920 \A1;200 \A1;1020 \A1;800 \A1;600 \A1;1700 \A1; 6998 \A1;2100 \A1;1400 \A1;70 \A1;2400 \A1;70 \A1;RISE=4900 \A1;RISE=4900 \A1;RISE=4900 ESCALATOR SIDE VIEW A’ A <BY OTHERS> STEEL BAR 270 70 <BY OTHERS> FINISHED FLOOR BASE PLATE(L1510xW170x16t) 140 340 140 TOTAL REACTION R2 R1 kg 10590 11990 kg 5 RISE=<> 5 5 ESC NO.2 5 1 FL 3 FL ESC NO.6 SAFETY FENCE <BY OTHERS> RISE=<> ESC NO.10 5 FL 5 5 5 6 FL 5 5 ESC NO.1 ESC NO.5 ESC NO.9 5 5 ESC 5 C L 5 5 5 5 \C256;DISTANCE BETWEEN EDGE OF R.C. SUPPORT BEAMS: <> ESC NO.10 MIN.<> SAFETY FENCE <BY OTHERS> 5 5 R4 5 5 5 RISE=<> 920 MIN.<> WP ESC NO.9 5 5 5 5 5 POWER SUPPLY <BY OTHERS> 5 WP 5 5 R3 Y Y MIN.<> R2 920 5 5 5 5 5 Y WP 5 5 5 5 <BY OTHERS> POWER SUPPLY 5 5 ESC NO.2 ESC NO.1 35° WP 5 5 R1 <BY OTHERS> CLADDING PANEL Y <> RISE=<> 5 920 5 Y 5 R4 WP ESC NO.5 ESC NO.6 Y 5 5 5 WP 5 5 R3 5 <> 5 5 5 POWER SUPPLY <BY OTHERS> RISE=<> MIN.<> 12570 R3 kg \C256;DISTANCE BETWEEN EDGE OF R.C. SUPPORT BEAMS: \C81;<> HEAD ROOM HEAD ROOM <> RISE=<> 5 2 FL ESC NO.4 RISE=<> ESC NO.3 Y 5 5 5 920 5 R2 WP Y 5 5 5 5 ESC NO.3 200 5 ESC NO.4 5 WP 5 5 R1 5 5 <BY OTHERS> POWER SUPPLY 11170 kg R4 C L ESC 6 FL 5 FL 3 FL 2 FL 1 FL 6 FL 4 FL 3 FL 2 FL 1 FL 5 5 5 5 5 FL 5 5 Y <> ESC NO.8 5 5 POWER SUPPLY <BY OTHERS> WP 5 5 R3 5 5 920 5 ESC NO.7 5 WP 5 R4 Y 5 RISE=<> 4 FL ESC NO.8 ESC NO.7 4 FL RISE=<> RISE=<> 1 1 1 1 1 1