Metal Ladder DWG Block for AutoCAD

Metal staircase with Waldera PHR with metal frame and steps; reinforcement rebar and concrete emptied; Calculated Under standard NSR – 10 (Colombia) .

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

mm., mm., same distribution, grate, column, column, grate, grate, grate, column, column, pte, pte, grate, column, column, column, column, plate, plate, pte, pte, plate, grate, plate, plate, grate, pte, pte, grate, grate, grate, grate, pte, pte, pte, support, support, pte, pte, pte, support, grate, support, column, column, column, grate, grate, grate, grate, grate, grate, grate, column, pte, column, pte, column, pte, column, pte, column, pte, column, pte, column, column, column, pte, pte, pte, pte, pte, pte, grate, grate, grate, tipo de obra:calculo estructura cubierta nueva, notas generales, localizacion:, proyecto:, revision, fecha, fecha:, junio, escala:, las indicadas, plancha, calculo:, ing. juan c. gonzalez, consultoria construccion de obras civiles juan carlos gonzales ingeniero civil especialista en ingenieria sismoresistente, calculo estructural en la ley de decretos reglamentarios reglamento nsr, dibujo carlos andres peña proyectista mecanico, revision cliente, top overview escala:, staircase overview escale:, overview escale:, top view grate escale:, right view grate escale:, round bar, top view grate escale:, round bar, right view grate escale:, mm., mm., grate, grate, grate, grate, grate, grate, grate, grate, grate, grate, cont., start, grate, grate, grate, grate, grate, tipo de obra:calculo estructura escaleras, notas generales, localizacion:, proyecto:, revision, fecha, fecha:, junio, escala:, las indicadas, plancha, calculo:, ing. juan c. gonzalez, consultoria construccion de obras civiles juan carlos gonzales ingeniero civil especialista en ingenieria sismoresistente, calculo estructural en la ley de decretos reglamentarios reglamento nsr, dibujo carlos andres peña proyectista mecanico, revision cliente, top level to escale:, front level to escale:, right level to escale:, isometric positions level to escale:, isometric overview level to escale:, plate, top view, front view, bent view, plate, front view, bent view, top view, front view, bent view, top view, front view, bent view, top view, front view, bent view, plate, top view, front view, bent view, plate, mm., mm., grate, grate, grate, grate, grate, grate, grate, grate, grate, plate, plate, grate, grate, grate, grate, grate, pte, pte, pte, pte, plate, plate, pte, start, cont., start, tipo de obra:calculo estructura escaleras, notas generales, localizacion:, proyecto:, revision, fecha, fecha:, junio, escala:, las indicadas, plancha, calculo:, ing. juan c. gonzalez, consultoria construccion de obras civiles juan carlos gonzales ingeniero civil especialista en ingenieria sismoresistente, calculo estructural en la ley de decretos reglamentarios reglamento nsr, dibujo carlos andres peña proyectista mecanico, revision cliente, top level to escale:, front level to escale:, right level to escale:, isometric positions level to escale:, isometric overview level to escale:, top view, front view, front view, bent view, top view, front view, bent view, top view, front view, bent view, top view, front view, bent view, top view, front view, bent view, plate, plate, plate, mm., mm., grate, grate, grate, grate, grate, grate, grate, grate, grate, plate, plate, grate, grate, grate, grate, grate, pte, pte, pte, pte, plate, plate, pte, start, cont., start, tipo de obra:calculo estructura escal

Raw text data extracted from CAD file:

300 200 100 400 500 600 700 mm. 1:10 0 50 100 200 800 500 1000 1500 1:25 mm. 2000 0 100 200 300 500 1200 300 150 150 150 150 150 150 150 150 150 L 2x2x0.25 L 2x2x0.25 RB 0.375 50.8 300 25.92 150 L 2x2x0.25 L 2x2x0.25 L 2x2x0.25 1200 1200 400 400 400 133.33 133.33 133.33 SAME DISTRIBUTION SAME DISTRIBUTION 150 150 150 150 150 150 150 L 2x2x0.25 L 2x2x0.25 L 2x2x0.25 L 2x2x0.25 L 2x2x0.25 L 2x2x0.25 RB 0.375 RB 0.375 L 2x2x0.25 L 2x2x0.25 L 2x2x0.25 RB 0.375 RB 0.375 50,8 1200 A H 1 5 6 B C D E F G 2 3 4 200 800 1240 800 200 3240 200 800 1800 800 1800 800 200 6400 2450 240 Grate 1200×300 Column Column Grate 1200×1200 Grate 1200×1200 Grate 1200×300 Column Column PTE 260x90x5.5 PTE 260x90x5.5 Grate 1200×1200 Grate 1200×300 Grate 1200×1200 Grate 1200×300 Column Column Column Column PLATE 3/16″ PLATE 5/8″ PTE 260x90x5.5 PTE 260x90x5.5 PLATE 3/8″ Grate 1200X300 PLATE 3/8″ PLATE 3/8″ Grate 1200X1200 PTE 260x90x5.5 PTE 260x90x5.5 Grate 1200X300 Grate 1200X300 Grate 1200X1200 Grate 1200X1200 Grate 1200X1200 1 2 3 4 5 6 +1000 +1700 +2750 +3450 +4500 +5200 +6250 +6950 +8000 +8700 +9750 +10450 0 200 800 1240 800 200 +1050 +4550 +8050 +10500 +1750 +2800 +5250 +6300 +8750 +9800 +609 +960 +4109 +7609 +4460 +7960 +204 +3685 +7185 +3665 +7165 Grate 1200×1200 Grate 1200×300 Grate 1200×300 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 support 2 support A PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 440 support 2 Grate 1200×1200 Grate 1200×1200 Grate 1200×1200 Grate 1200×1200 Grate 1200×1200 Grate 1200×1200 Grate 1200×300 Grate 1200×300 Grate 1200×300 Grate 1200×300 support 1 support 1 support 1 support 1 support 1 support 2 support 2 support 2 support 2 +1000 +1700 +2750 +3450 +4500 +5200 +6250 +6950 +8000 +8700 +9750 A B C D E F G H 0 +10450 +1050 +1750 +4550 +5250 +8050 +8750 +1050 +1750 +4550 +5250 +8050 +8750 ±0 +3500 +7000 +10500 Column Column Column +204 +3685 +7185 +204 +3685 +7185 Grate Grate Grate Grate Grate Grate Grate Column PTE 260x90x5.5 Column PTE 260x90x5.5 Column PTE 260x90x5.5 Column PTE 260x90x5.5 Column PTE 260x90x5.5 Column PTE 260x90x5.5 Column Column Column PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 Grate Grate Grate +9800 +6300 +2800 200 800 1000 600 200 800 200 600 1000 800 200 TIPO DE OBRA:CALCULO ESTRUCTURA CUBIERTA NUEVA NOTAS GENERALES LOCALIZACION: PROYECTO: No Revision Fecha FECHA: Junio 2014: Escala: Las Indicadas PLANCHA 1/5 CALCULO: Ing. Juan C. Gonzalez \W5.85902; CONSULTORIA Y \W5.85902; CONSTRUCCION DE OBRAS \W5.85902; CIVILES \W5.90570; \W5.90570; \W5.90570; \W2.35902; JUAN CARLOS GONZALES \W4.76378; INGENIERO CIVIL \W5.90570; \W5.90570; \W5.90570; ESPECIALISTA EN INGENIERIA \W5.90570; \W5.90570; SISMORESISTENTE CALCULO ESTRUCTURAL BASAD0 EN LA LEY 400 DE 1997 Y DECRETOS REGLAMENTARIOS ( REGLAMENTO NSR -10) DIBUJO CARLOS ANDRES PEÑA PROYECTISTA MECANICO 0 Revision cliente 28/06 \W6.62585; TOP ,STAIRCASE OVERVIEW \W8.40837; ESCALA: 1:25 \W6.83032; ISOMETRIC, STAIRCASE OVERVIEW \W8.49367; ESCALE: N/A \W5.62714; RIGHT, STAIRCASE OVERVIEW \W8.40837; ESCALE: 1:25 \W5.57431; FRONT,STAIRCASE OVERVIEW \W8.40837; ESCALE: 1:25 \W9.84851; TOP VIEW \W7.91938; GRATE 1200×300 \W8.41120; ESCALE: 1:10 \W9.18270; RIGHT VIEW \W7.91938; GRATE 1200×300 \W8.41120; ESCALE: 1:10 \W9.66561; \A1;*NOTE: \W8.67974; \A1;L 2X2X0.25 = L 2X2X\A1;\S1/4;\A1;” \W7.69020; \A1;RB 0.375= ROUND BAR \A1;\S3/8;\A1;” \W9.84851; TOP VIEW \W7.58605; GRATE 1200×1200 \W8.41120; ESCALE: 1:10 \W9.66561; \A1;*NOTE: \W8.67974; \A1;L 2X2X0.25 = L 2X2X\A1;\S1/4;\A1;” \W7.69020; \A1;RB 0.375= ROUND BAR \A1;\S3/8;\A1;” \W9.18270; RIGHT VIEW \W7.58605; GRATE 1200×1200 \W8.41120; ESCALE: 1:10 300 200 100 400 500 600 700 mm. 1:10 0 50 100 200 800 500 1000 1500 1:25 mm. 2000 0 100 200 300 500 23 25 16 12 26 7 15 7 17 Grate Grate Grate 0 +1000 +1700 +2750 1 2 3 4 5 6 +870 +1050 +2800 +1570 15 7 12 10 23 22 330 330 331 23 22 22 23 17 +1750 Grate Grate A B C D E 0 +1000 +1700 +2750 +2800 200 800 940 1600 +2618 +870 16 12 23 22 17 23 22 7 +1750 23 22 +1050 Grate Grate Grate Grate Grate 26 330 330 330 330 330 330 330 330 330 300 300 20 20 200 +1570 368 32° 148° 49 120 60 210 60 60 210 60 60 540 60 330 90 416 260 90 0 75 1447 1863 260 1863 0 88 312 140 90 265 260 710 90 260 0 75 745 260 745 90 90 260 90 260 0 75 250 90 0 75 250 260 250 260 90 0 1321 1395 90 0 75 1395 0 1321 1395 260 1395 0 8 82 90 0 8 252 260 90 0 75 2056 0 1981 2056 260 2056 0 1981 2056 90 260 90 CONT. +1750 CONT. +2800 CONT. +1050 START ±\H0.92311x;0 A B C D E 1 2 3 4 5 6 280 280 280 280 280 1200 1400 280 280 280 1200 1200 1200 280 280 280 280 280 1200 840 120 Grate Grate Grate Grate Grate 1040 20 20 20 20 20 20 17 17 12 10 10 7 12 23 23 15 15 7 26 26 10 10 12 12 25 25 16 10 130 265 TIPO DE OBRA:CALCULO ESTRUCTURA ESCALERAS NOTAS GENERALES LOCALIZACION: PROYECTO: No Revision Fecha FECHA: Junio 2014: Escala: Las Indicadas PLANCHA 2/5 CALCULO: Ing. Juan C. Gonzalez \W5.85902; CONSULTORIA Y \W5.85902; CONSTRUCCION DE OBRAS \W5.85902; CIVILES \W5.90570; \W5.90570; \W5.90570; \W2.35902; JUAN CARLOS GONZALES \W4.76378; INGENIERO CIVIL \W5.90570; \W5.90570; \W5.90570; ESPECIALISTA EN INGENIERIA \W5.90570; \W5.90570; SISMORESISTENTE CALCULO ESTRUCTURAL BASAD0 EN LA LEY 400 DE 1997 Y DECRETOS REGLAMENTARIOS ( REGLAMENTO NSR -10) DIBUJO CARLOS ANDRES PEÑA PROYECTISTA MECANICO 0 Revision cliente 28/06 \W7.84121; TOP ,STAIRCASE \W7.65241; LEVEL ±0 TO 2750 \W8.40837; ESCALE: 1:25 \W6.97351; FRONT ,STAIRCASE \W7.65241; LEVEL ±0 TO 2750 \W8.40837; ESCALE: 1:25 \W7.17540; RIGHT ,STAIRCASE \W7.65241; LEVEL ±0 TO 2750 \W8.40837; ESCALE: 1:25 \W8.55111; ISOMETRIC ,STAIRCASE \W9.50744; POSITIONS \W7.65241; LEVEL ±0 TO 2750 \W8.49367; ESCALE: N/A \W6.83032; ISOMETRIC ,STAIRCASE OVERVIEW \W7.65241; LEVEL ±0 TO 2750 \W8.49367; ESCALE: N/A \W8.70049; \A1;25 , e=\A1;\S1/2;\A1;”” A-36 \W9.11028; \A1;BASE PLATE \W9.26191; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W8.63072; \A1;16 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;16 , FRONT VIEW \W9.26217; \A1;QUANTITY 2 \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;16 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.09579; \A1;25 \W9.06228; \A1;16 \W8.91836; \A1;23 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W8.92557; \A1;QUANTITY 64 \W8.41120; \A1;ESCALE: 1:10 \W8.91836; \A1;20 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W9.25719; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;23 \W9.09933; \A1;20 \W7.79825; \A1;10 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25444; \A1;QUANTITY 5 \W8.51120; \A1;ESCALE 1:10 \W8.26432; \A1;10 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.06357; \A1;10 \W8.63072; \A1;12 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;12 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25916; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;12 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.06583; \A1;12 \W9.00100; \A1;7 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.16853; \A1;7 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25916; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W8.63459; \A1;7 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.34031; \A1;7 \W8.63072; \A1;15 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;15 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;15 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \A1;15 \W8.50053; \A1;26 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W9.25891; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;26 \W8.63072; \A1;17 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;17 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;17 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \A1;17 \W8.50053; \A1;22 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W8.92385; \A1;QUANTITY 26 \W8.41120; \A1;ESCALE: 1:10 \W9.10159; \A1;22 300 200 100 400 500 600 700 mm. 1:10 0 50 100 200 800 500 1000 1500 1:25 mm. 2000 0 100 200 300 500 0 88 312 140 90 265 260 710 90 260 0 75 745 260 745 90 90 260 90 260 0 75 250 90 0 75 250 260 250 260 90 0 1321 1395 90 0 75 1395 0 1321 1395 260 1395 0 8 82 90 0 8 252 260 90 0 75 2056 0 1981 2056 260 2056 0 1981 2056 90 260 90 A B C D E +2750 +3450 +4500 +5200 +6250 200 800 1800 800 +3500 +5250 +4370 +2620 32° 148° 148° 330 330 330 330 330 300 300 20 330 330 330 330 330 300 300 20 Grate Grate Grate Grate 23 22 22 22 23 +2800 +4550 1 2 3 4 5 6 +2750 +3450 +4500 +5200 +6250 330 330 330 300 20 200 800 1240 800 200 300 20 +2800 +2620 +3320 +3500 +4550 +5250 330 330 330 Grate Grate Grate Grate Grate PLATE 3/8″ PLATE 3/8″ Grate Grate Grate Grate Grate PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PLATE 3/16″ PLATE 3/16″ PTE 260x90x5.5 8 8 20 23 26 10 12 26 10 12 12 7 7 7 10 10 20 23 15 15 15 7 12 17 17 20 23 17 17 10 0 75 528 602 260 602 90 130 265 START +2800 CONT. +3500 CONT. +4550 START +5250 A B C D E 1 2 3 4 5 6 200 800 1800 800 200 120 840 1000 1200 280 280 280 1200 1200 280 280 280 280 280 1200 1200 280 280 280 1200 TIPO DE OBRA:CALCULO ESTRUCTURA ESCALERAS NOTAS GENERALES LOCALIZACION: PROYECTO: No Revision Fecha FECHA: Junio 2014: Escala: Las Indicadas PLANCHA 3/5 CALCULO: Ing. Juan C. Gonzalez \W5.85902; CONSULTORIA Y \W5.85902; CONSTRUCCION DE OBRAS \W5.85902; CIVILES \W5.90570; \W5.90570; \W5.90570; \W2.35902; JUAN CARLOS GONZALES \W4.76378; INGENIERO CIVIL \W5.90570; \W5.90570; \W5.90570; ESPECIALISTA EN INGENIERIA \W5.90570; \W5.90570; SISMORESISTENTE CALCULO ESTRUCTURAL BASAD0 EN LA LEY 400 DE 1997 Y DECRETOS REGLAMENTARIOS ( REGLAMENTO NSR -10) DIBUJO CARLOS ANDRES PEÑA PROYECTISTA MECANICO 0 Revision cliente 28/06 \W6.37331; TOP ,STAIRCASE \W8.08124; LEVEL +2750 TO +6250 \W8.98468; ESCALE: 1:25 \W6.97351; FRONT ,STAIRCASE \W9.42912; LEVEL +2750 TO +6250 \W8.40837; ESCALE: 1:25 \W7.17540; RIGHT ,STAIRCASE \W9.42912; LEVEL +2750 TO +6250 \W8.40837; ESCALE: 1:25 \W8.55111; ISOMETRIC ,STAIRCASE \W9.50744; POSITIONS \W9.42912; LEVEL +2750 TO +6250 \W8.49367; ESCALE: N/A \W6.83032; ISOMETRIC ,STAIRCASE OVERVIEW \W9.42912; LEVEL +2750 TO +6250 \W8.49367; ESCALE: N/A \W9.00487; \A1;8 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.17239; \A1;8 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W9.34224; \A1;8 \W7.79825; \A1;10 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25658; \A1;QUANTITY 8 \W8.51120; \A1;ESCALE 1:10 \W8.26432; \A1;10 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.06357; \A1;10 \W9.00100; \A1;7 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.16853; \A1;7 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25658; \A1;QUANTITY 8 \W8.41120; \A1;ESCALE: 1:10 \W8.63459; \A1;7 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.34031; \A1;7 \W8.63072; \A1;12 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;12 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25744; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;12 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.06583; \A1;12 \W8.63072; \A1;15 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;15 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25916; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;15 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \A1;15 \W8.63072; \A1;17 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;17 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25916; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;17 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \A1;17 \W8.91836; \A1;23 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W8.92557; \A1;QUANTITY 84 \W8.41120; \A1;ESCALE: 1:10 \W8.91836; \A1;20 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W9.25633; \A1;QUANTITY 8 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;23 \W9.09933; \A1;20 \W8.50053; \A1;26 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W9.25719; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;26 \W8.50053; \A1;22 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W8.92557; \A1;QUANTITY 34 \W8.41120; \A1;ESCALE: 1:10 \W9.10159; \A1;22 300 200 100 400 500 600 700 mm. 1:10 0 50 100 200 800 500 1000 1500 1:25 mm. 2000 0 100 200 300 500 0 88 312 140 90 265 260 710 90 260 0 75 745 260 745 90 90 260 90 260 0 75 250 90 0 75 250 260 250 260 90 0 1321 1395 90 0 75 1395 0 1321 1395 260 1395 0 8 82 90 0 8 252 260 90 0 75 2056 0 1981 2056 260 2056 0 1981 2056 90 260 90 130 265 90 0 75 528 602 260 602 A B C D E +6250 +6950 +8000 +8700 +9750 200 800 1800 800 +7000 +8750 32° 148° 148° 330 330 330 330 330 300 300 20 330 330 330 330 330 300 300 20 Grate Grate Grate Grate 23 22 22 22 23 +6300 +8050 1 2 3 4 5 6 +6250 +6950 +8000 +8700 +9750 330 330 330 300 20 200 800 1240 800 200 300 20 +6300 +7000 +8050 +8750 330 330 330 Grate Grate Grate Grate Grate PLATE 3/8″ PLATE 3/8″ Grate Grate Grate Grate Grate PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PLATE 3/16″ PLATE 3/16″ PTE 260x90x5.5 8 8 20 23 26 10 12 26 10 12 12 7 7 7 10 10 20 23 15 15 15 7 12 17 17 20 23 17 17 10 START +2800 CONT. +3500 CONT. +4550 START +5250 A B C D E 1 2 3 4 5 6 200 800 1800 800 200 120 840 1000 1200 280 280 280 1200 1200 280 280 280 280 280 1200 1200 280 280 280 1200 TIPO DE OBRA:CALCULO ESTRUCTURA ESCALERAS NOTAS GENERALES LOCALIZACION: PROYECTO: No Revision Fecha FECHA: Junio 2014: Escala: Las Indicadas PLANCHA 4/5 CALCULO: Ing. Juan C. Gonzalez \W5.85902; CONSULTORIA Y \W5.85902; CONSTRUCCION DE OBRAS \W5.85902; CIVILES \W5.90570; \W5.90570; \W5.90570; \W2.35902; JUAN CARLOS GONZALES \W4.76378; INGENIERO CIVIL \W5.90570; \W5.90570; \W5.90570; ESPECIALISTA EN INGENIERIA \W5.90570; \W5.90570; SISMORESISTENTE CALCULO ESTRUCTURAL BASAD0 EN LA LEY 400 DE 1997 Y DECRETOS REGLAMENTARIOS ( REGLAMENTO NSR -10) DIBUJO CARLOS ANDRES PEÑA PROYECTISTA MECANICO 0 Revision cliente 28/06 \W6.37331; TOP ,STAIRCASE \W8.08124; LEVEL +6250 TO +9750 \W8.98468; ESCALE: 1:25 \W6.97351; FRONT ,STAIRCASE \W9.42912; LEVEL +6250 TO +9750 \W8.40837; ESCALE: 1:25 \W7.17540; RIGHT ,STAIRCASE \W9.42912; LEVEL +6250 TO +9750 \W8.40837; ESCALE: 1:25 \W8.55111; ISOMETRIC ,STAIRCASE \W9.50744; POSITIONS \W9.42912; LEVEL +6250 TO +9750 \W8.49367; ESCALE: N/A \W6.83032; ISOMETRIC ,STAIRCASE OVERVIEW \W9.42912; LEVEL +6250 TO +9750 \W8.49367; ESCALE: N/A \W9.00487; \A1;8 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.17239; \A1;8 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W9.34224; \A1;8 \W7.79825; \A1;10 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25658; \A1;QUANTITY 8 \W8.51120; \A1;ESCALE 1:10 \W8.26432; \A1;10 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.06357; \A1;10 \W9.00100; \A1;7 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.16853; \A1;7 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25658; \A1;QUANTITY 8 \W8.41120; \A1;ESCALE: 1:10 \W8.63459; \A1;7 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.34031; \A1;7 \W8.63072; \A1;12 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;12 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25744; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;12 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.06583; \A1;12 \W8.63072; \A1;15 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;15 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25916; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;15 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \A1;15 \W8.63072; \A1;17 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;17 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25916; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;17 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \A1;17 \W8.91836; \A1;23 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W8.92557; \A1;QUANTITY 84 \W8.41120; \A1;ESCALE: 1:10 \W8.91836; \A1;20 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W9.25633; \A1;QUANTITY 8 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;23 \W9.09933; \A1;20 \W8.50053; \A1;26 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W9.25719; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;26 \W8.50053; \A1;22 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W8.92557; \A1;QUANTITY 34 \W8.41120; \A1;ESCALE: 1:10 \W9.10159; \A1;22 300 200 100 400 500 600 700 mm. 1:10 0 50 100 200 800 500 1000 1500 1:25 mm. 2000 0 100 200 300 500 0 88 312 140 90 265 260 710 90 260 90 260 0 75 250 90 0 75 250 260 250 260 90 0 1321 1395 90 0 75 1395 0 1321 1395 260 1395 0 8 82 90 0 8 252 260 90 130 265 90 0 75 528 602 260 602 D E +9750 +10450 800 +10500 +9800 +9620 Grate PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 Grate START +9800 START +10500 D E 1 2 3 4 5 6 200 800 200 200 800 200 480 280 280 200 800 200 1 2 3 4 5 6 +9750 +10450 200 800 1240 800 200 148° 148° 300 20 +9800 +10500 Grate Grate PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 PTE 260x90x5.5 23 22 9 10 21 23 14 6 8 10 mm. 1:20 1000 0 100 200 300 500 1000 B C 0 +1000 +1700 +2750 +3450 +4500 +5200 +6250 +6950 +8000 +8700 +9750 +10450 +609 +960 +4109 +4460 +7609 +7960 800 460 517 45 1165 SUPPORT 2 SUPPORT 2 SUPPORT 2 SUPPORT 2 SUPPORT 2 SUPPORT 2 SUPPORT 1 SUPPORT 1 SUPPORT 1 SUPPORT 1 SUPPORT 1 SUPPORT 1 SUPPORT 3 SUPPORT 3 19 pl 6 26 pl 4 pl 1 pl 3 c 1 260 1025 0 30 106 48 1 2 3 4 5 0 +1000 +1700 +2750 +3450 +4500 +5200 +6250 +6950 +8000 +8700 +9750 +10450 +185 +3665 +3685 +1385 +4885 +8385 +7165 +7185 SUPPORT 1 SUPPORT A SUPPORT 1 PTE 260x90x5.5 PTE 260x90x5.5 239 155 1045 420 620 800 SUPPORT 1 SUPPORT 1 SUPPORT 2 SUPPORT 2 SUPPORT 2 SUPPORT 1 pl 5 pl 4 pl 2 19 26 c 1 pl 5 pl 4 pl 2 19 26 c 2 4 pl 2 24 260 1145 90 \U+2205350 210 60 160 60 40 107 107 107 40 400 60 160 60 50 110 120 120 400 120 50 60 30 0 30 90 0 60 120 90 0 69 95 0 60 120 95 0 40 70 0 60 120 70 TIPO DE OBRA:CALCULO ESTRUCTURA ESCALERAS NOTAS GENERALES LOCALIZACION: PROYECTO: No Revision Fecha FECHA: Junio 2014: Escala: Las Indicadas PLANCHA 5/5 CALCULO: Ing. Juan C. Gonzalez \W5.85902; CONSULTORIA Y \W5.85902; CONSTRUCCION DE OBRAS \W5.85902; CIVILES \W5.90570; \W5.90570; \W5.90570; \W2.35902; JUAN CARLOS GONZALES \W4.76378; INGENIERO CIVIL \W5.90570; \W5.90570; \W5.90570; ESPECIALISTA EN INGENIERIA \W5.90570; \W5.90570; SISMORESISTENTE CALCULO ESTRUCTURAL BASAD0 EN LA LEY 400 DE 1997 Y DECRETOS REGLAMENTARIOS ( REGLAMENTO NSR -10) DIBUJO CARLOS ANDRES PEÑA PROYECTISTA MECANICO 0 Revision cliente 28/06 \W5.07176; FRONT, STAIRCASE \W7.08127; LEVEL +9750 TO +10450 \W8.98940; ESCALE: 1:20 \W6.37331; TOP, STAIRCASE \W7.08127; LEVEL +9750 TO +10450 \W8.98940; ESCALE: 1:20 \W5.37460; RIGHT, STAIRCASE \W7.08127; LEVEL +9750 TO +10450 \W8.98940; ESCALE: 1:20 \W6.32523; ISOMETRIC, STAIRCASE \W8.87267; POSITIONS \W7.08127; LEVEL +9750 TO +10450 \W9.12686; ESCALE: N/A \W9.00487; \A1;8 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.17239; \A1;8 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W9.34224; \A1;8 \W8.17196; \A1;9 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25916; \A1;QUANTITY 4 \W8.51120; \A1;ESCALE 1:10 \W8.63803; \A1;9 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.34192; \A1;9 \W9.00701; \A1;6 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W8.17454; \A1;6 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W8.64060; \A1;6 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W9.34450; \A1;6 \W8.63072; \A1;14 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \W7.79825; \A1;14 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W8.26432; \A1;14 , BENT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W8.41120; \A1;ESCALE: 1:10 \A1;14 \W8.70530; \A1;23 , e=\A1;\S5/8;\A1;”” A-36 \W8.06531; \A1; PLATE \W9.25891; \A1;QUANTITY 4 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;23 \W8.91836; \A1;20 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W9.26191; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W9.16022; \A1;21 \W8.50053; \A1;22 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W9.25719; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W9.10159; \A1;22 \W6.02626; ISOMETRIC, SUPPORT A \W8.87267; POSITIONS \W9.12686; ESCALE: N/A \W9.07614; \A1;C1 \W7.73382; \A1;C1 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25744; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W9.06164; \A1;19 \W7.79825; \A1;19 , FRONT VIEW \W7.99010; \A1;PLATE, e=\A1;\S5/8;\A1;” A-36 \W8.92299; \A1;QUANTITY 48 \W8.41120; \A1;ESCALE: 1:10 \W8.50053; \A1;26 , e=\A1;\S3/16;\A1;”” A-36 \W8.06531; \A1; PLATE \W8.92858; \A1;QUANTITY 12 \W8.41120; \A1;ESCALE: 1:10 \W9.09804; \A1;26 \W5.07176; FRONT, STAIRCASE \W8.85140; SUPPORTS \W8.98468; ESCALE: 1:25 \W5.37460; RIGHT, STAIRCASE \W8.85140; SUPPORTS \W8.98468; ESCALE: 1:25 \W6.55848; ISOMETRIC, SUPPORT 1 \W8.87267; POSITIONS \W9.12686; ESCALE: N/A \W6.32394; ISOMETRIC, SUPPORT 2 \W8.87267; POSITIONS \W9.12686; ESCALE: N/A \W6.30977; ISOMETRIC, SUPPORT 3 \W8.87267; POSITIONS \W9.12686; ESCALE: N/A \W9.01750; \A1;C2 \W7.73382; \A1;C2 , FRONT VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.25744; \A1;QUANTITY 6 \W8.41120; \A1;ESCALE: 1:10 \W9.35674; \A1;4 \W9.02162; \A1;4 , TOP VIEW \W8.33304; \A1;PTE 260x90x5.5 \W9.26217; \A1;QUANTITY 2 \W8.41120; \A1;ESCALE: 1:10 \W8.31127; \A1;PL 5 , e=\A1;\S3/4;\A1;” A-36 \W8.06531; \A1; PLATE \W9.00676; \A1;QUANTITY 11 \W8.41120; \A1;ESCALE: 1:10 \W8.31127; \A1;PL 6 , e=\A1;\S3/4;\A1;” A-36 \W8.06531; \A1; PLATE \W9.34009; \A1;QUANTITY 1 \W8.41120; \A1;ESCALE: 1:10 \W8.32300; \A1;PL 1 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W9.34009; \A1;QUANTITY 1 \W8.41120; \A1;ESCALE: 1:10 \W8.71370; \A1;PL 1 \W8.32300; \A1;PL 3 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W9.34009; \A1;QUANTITY 1 \W8.41120; \A1;ESCALE: 1:10 \W8.65152; \A1;PL 3 \W8.32300; \A1;PL 3 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W8.92299; \A1;QUANTITY 48 \W8.41120; \A1;ESCALE: 1:10 \W8.65152; \A1;PL 3 \W8.32300; \A1;PL 1 , e=\A1;\S3/8;\A1;” A-36 \W8.06531; \A1; PLATE \W8.92557; \A1;QUANTITY 24 \W8.41120; \A1;ESCALE: 1:10 \W8.71370; \A1;PL 1