Stairway Steel Structure DWG Detail for AutoCAD

Stairway steel structure with construction details

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

esp., esp., esp., esp., para construccion, dimensiones en milimetros, notas, se mod. dimensiones de placas, base plate, base plate, support plate, column, hole, hole, f.f.l., footing, detail, f.f.l., hole, footing, detail, stair plant, lateral elevation, section, step plant, column, sheet metal, anchor bolt, detail, sheet metal, concrete, wire mesh, floor, concrete, corrugate iron, support plate, support plate, floor, concrete, floor, concrete, floor, concrete, wire mesh, ang., wire mesh, ang., detail, floor, concrete, wire mesh, column, corrugate iron, anchor bolt, anchor bolt, detail, column ptr, concrete, floor, corrugate iron, wire mesh, sheet metal, concrete, floor, step support, step support, f.f.l., f.f.l., ang., stir., esp., lateral elevation, f.f.l., esp., detail, f.f.l., esp., f.f.l., column ptr, esp., detail, detail, f.f.l., section, detail, section, girder, column, column, column ptr, detail, f.f.l., step support, sheet metal, floor, concrete, corrugate iron, floor, concrete, wire mesh, f.f.l., column ptr, girder, joist, ptr, ptr, col. ptr, col. ptr, section, column ptr, concrete, floor, corrugate iron, column ptr, wire mesh

Raw text data extracted from CAD file:

\A1;2164 \A1;120 \A1;120 \A1;250 \A1;250 \A1;170 \A1;40 \A1;40 \A1;170 \A1;40 \A1;40 \A1;400 \A1;300 \A1;300 \A1;50 \A1;50 \A1;400 \A1;300 \A1;400 \A1;400 \A1;600 \A1;600 \A1;305 \A1;1220 \A1;125 \A1;25 \A1;295 \A1;38 \A1;152 \A1;38 \A1;65 \A1;176 \A1;200 \A1;25 \A1;104 \A1;150 \A1;120 \A1;150 \A1;150 \A1;25 \A1;125 \A1;152 \A1;152 \A1;305 \A1;1220 \A1;152 \A1;38 \A1;65 \A1;250 \A1;75 \A1;75 \A1;250 \A1;75 \A1;75 \A1;400 \A1;100 \A1;100 \A1;300 \A1;150 \A1;150 \A1;150 \A1;300 \A1;150 \A1;285 \A1;80 \A1;63 \A1;83 \A1;5/8″\U+2205 \A1;152 \A1;38 \A1;65 \A1;178 \A1;131 \A1;152 \A1;38 \A1;38 \A1;178 \A1;25 \A1;600 \A1;1730 \A1;4890 \A1;2830 \A1;9450 \A1;12 ESP. @ 280 = 3360 \A1;2312 \A1;1472 \A1;65 \A1;12 ESP. @ 178 = 2136 \A1;176 \A1;25 \A1;2057 \A1;3622 \A1;150 \A1;1421 \A1;1117 \A1;304 \A1;4890 \A1;10 ESP. @ 280 = 2800 \A1;2312 \A1;10 ESP. @ 178 = 1780 \A1;1956 \A1;65 \A1;1701 \A1;176 \A1;389 \A1;4268 \A1;1600 \A1;150 \A1;4267 \A1;3290 \A1;1220 \A1;1220 \A1;216 \A1;2656 \A1;4890 \A1;176 \A1;176 \A1;25 \A1;213 \A1;152 \A1;4268 \A1;182 \A1;213 \A1;80 \A1;38 \A1;80 \A1;38 \A1;64 \A1;389 \A1;64 \A1;2900 \A1;1118 \A1;173 \A1;318 \A1;1118 \A1;173 \A1;25 \A1;125 \A1;122 \A1;122 \A1;1450 \A1;1450 \A1;200 \A1;50 \A1;50 \A1;489 \A1;488 \A1;488 \A1;489 \A1;474 \A1;474 \A1;474 \A1;474 \A1;474 \A1;474 \A1;474 \A1;173 \A1;1523 \A1;38 \A1;65 0 15/SEP/98 PARA CONSTRUCCION 1.- DIMENSIONES EN MILIMETROS – NOTAS – 1 18/SEP/98 SE MOD. DIMENSIONES DE PLACAS P-1, P-2 y P-3 0.0 120 120 250 250 170 40 40 40 40 170 400 300 300 50 50 (2 PIECES) BASE PLATE P-1 (2 PIECES) BASE PLATE P-2 SUPPORT PLATE P-3 (2 PIECES) COLUMN (2 PIECES) PTR-3 1/2″x3 1/2″(B) 300 400 3/4″d HOLE (TYP.) 3/4″d HOLE (TYP.) 4 #3 (TYP.) F.F.L. +19.39 400 400 FOOTING Z-2 (2 PIECES) B B’ DETAIL 2 6 #3 (TYP.) F.F.L. +19.39 3/4″d HOLE (TYP.) FOOTING Z-1 (2 PIECES) DETAIL 1 A’ A 600 600 STAIR PLANT LATERAL ELEVATION D D’ C C’ SECTION D-D’ SECTION C-C’ 305 1220 STEP PLANT 125 25 295 38 COLUMN SHEET METAL 3/16″ Z-1 ANCHOR BOLT 5/8″d (TYP.) DETAIL 3 152 38 65 176 SHEET METAL 3/16″ (TYP.) ANG.-2 1/2″x1/4″ 200 25 104 CONCRETE WIRE MESH 6×6-10/10 FLOOR FLOOR (TYP.) CONCRETE CONCRETE FLOOR(TYP.) CORRUGATE IRON PTR-1″x1″(B) (TYP.) PTR-6″x4″(B) P-3 SUPPORT PLATE P-4 (4 PIECES) SUPPORT PLATE P-5 (4 PIECES) P-3/8″ L P-1/2″ L P-3/8″ L 150 120 150 150 25 125 P-1/2″ L P-1/2″ L 152 152 FLOOR CONCRETE FLOOR CONCRETE FLOOR CONCRETE WIRE MESH 6×6-10/10 ANG.-1 1/2″x1/4″ ANG. 1 1/2″x1/4″ (TYP.) 6×6-10/10 WIRE MESH ANG. 1 1/2″x1/4″ 305 1220 DETAIL 6 FLOOR CONCRETE 6×6-10/10 WIRE MESH ANG.-2 1/2″x1/4″ P-5 P-4 PTR-6″x4″(B) 152 38 65 COLUMN CORRUGATE IRON (22 PIECES) Z-2 P-2 250 75 75 250 75 75 P-1 400 100 100 300 150 150 P-2 P-1 150 300 150 ANCHOR BOLT 5/8″d PTR-3 1/2″x3 1/2″(B) 285 5/8″d ANCHOR BOLT (16 PIECES) 80 83 63 DETAIL 4 PTR-6″x4″(B) 3 1/2″x3 1/2″(B) COLUMN PTR CONCRETE FLOOR CORRUGATE IRON WIRE MESH 6×6-10/10 152 38 65 178 131 (TYP.) SHEET METAL 3/16″ CONCRETE FLOOR (TYP.) PTR-1″x1″(B),(TYP.) STEP SUPPORT PTR-1″x1″(B),(TYP.) STEP SUPPORT P-3 F.F.L. +21.702 152 F.F.L. +21.702 F.F.L. +21.702 38 38 ANG. 1 1/2″x1/4″ 178 25 (TYP.) (TYP.) ANG.-2 1/2″x1/4″ 600 STIR. #3 STIR. #3 @ 170 @ 150 L.5 M 5 5 5 5 (7′-7″) 5 5 12 ESP. @ 178 = 2136 5 LATERAL ELEVATION Z-1 5 P-1 Z-2 F.F.L. +19.39 P-2 (TYP.) 12 ESP. @ 280 = 3360 5 5 5 P-3 DETAIL 3 DETAIL 6 5 F.F.L. +21.702 5 5 5 5 (14′-00″) 5 10 ESP. @ 178 = 1780 5 5 F.F.L. +19.39 COLUMN PTR P-4 5 (7′-7″) P-2 (TYP.) Z-2 P-3 (TYPE) 5 10 ESP. @ 280 = 2800 5 5 5 DETAIL 4 5 (TYPE) PTR-6″x4″(B) DETAIL 5 F.F.L. +23.66 (6′-5″) 4267 4″x4″(B),(TYP.) (EXISTING) 5 12 6 19 22 24 23 21 20 1 2 4 3 5 16 18 17 15 14 9 7 8 10 11 13 13 5 5 5 5 SECTION A-A’ DETAIL 1 DETAIL 2 PTR-6″x4″(B) SECTION B-B’ ANG.-1 1/2″x1/4″ 5 GIRDER (EXISTING) COLUMN (EXISTING) COLUMN (EXISTING) (EXISTING) (TYP.) 152 COLUMN PTR 4″x4″(B),(EXISTING) DETAIL 5 PTR-6″x4″(B) F.F.L. +23.66 176 25 STEP SUPPORT PTR-1″x1″(B),(TYP.) SHEET METAL 3/16″ FLOOR (TYP.) 176 ANG.-3″x3″x1/4″ CONCRETE 213 CORRUGATE IRON FLOOR CONCRETE WIRE MESH 6×6-10/10 5 182 5 3 1/2″x3 1/2″(B) 80 38 5 5 5 389 64 P-4 5 5 5 5 5 5 F.F.L. +21.702 COLUMN PTR P-5 P-4 P-5 P-5 25 125 P-4 P-5 5 5 5 5 P-5 (EXISTING) GIRDER JOIST (EXISTING) (TYP.) 200 50 50 PTR-6″x4″(B) PTR-6″x4″(B) PTR-6″x4″(B) PTR 6″x4″(B) 6″x4″(B) PTR 5 488 ANG.-1 1/2″x1/4″ 5 5 5 5 5 5 5 5 ANG.-1 1/2″x1/4″ 474 COL. PTR 3 1/2″x3 1/2″(B) 3 1/2″x3 1/2″(B) COL. PTR P-3 173 PTR-6″x4″(B) E E’ SECTION E-E’ COLUMN PTR 3 1/2″x3 1/2″(B) CONCRETE FLOOR CORRUGATE IRON COLUMN PTR 3 1/2″x3 1/2″(B) 6×6-10/10 WIRE MESH ANG.-2 1/2″x1/4″ 1523 38 65 L C