Retaining Walls, Archored Walls DWG Block for AutoCAD

Retaining Walls, Archored Walls DWG Block for AutoCAD

dimensions and forms

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

in, wall street caracas, wall street bogota, j, foundation beam type, cm mc, wall street j. of salinas, m. larrea, foundation beam type, foundation beam type, cm mc, cm mc, cm mc, anchor detail, in, rod mm, anchor rod, rod mm, long cm, nut, int. thread, Anchor plate, wall street caracas, wall street bogota, m. larrea, wall street j. of salinas, plant apple, wall type detail, replant, foundation beam, senses mc, cm mc, soil improvement, Foundation slab, cm mc, rod mm, detail, plate mm, int. thread, nut, anchored wall, see detail, types of irons:, kind, Notes: for design over load design permissible soil stress standards used: c.e. structural in bars main reinforcement corrugated iron limit of creep overlapping minimum times the diameter cm. coating on beams columns cm on slabs cm. minimum coating on foundations walls with the floor minimum spreading of irons in beams slabs in columns cm pressure on the bolt when applying the structural torque resistance concrete days strength of the concrete compresion f’c minimum size of aggregates of the concrete cm, rod s, anchor in., rod s, anchor in., rod s, anchor in., scale, overlap rod detail, embedded column, kind, apple summary of materials, injected concrete, hollow excavation, number of, nuts int. thread, of washers, concrete in walls, steel in columns, of rods mm, of rods mm, total for anchorages, detail union of beams in wall without scale, Wall, welding, metal plate, cg type profile, see detail belt union, roller skating detail, skate detail, detail, detail, long cm, min., rod mm, detail, rod mm, detail, detail, see detail, in embedded columns, MMM, cm mc, sheet of steels, material summary, kind, do not., dimensions, long, development, long, total, weight, observ., weight, wtot, concrete f’c, brand, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, observation, brand walls, brands embedded columns, cm mc, detail of opening in wall of h. to., note: dimensions of this detail to be determined on site according to those of hydrosanitary installations, mm mc, cm mc, mm mc, column detail embedded, ramp

Raw text data extracted from CAD file:

5,60 3,38 50,86 1,60 12.00 m 6,60 44.04 1,04 5,50 6,50 0,60 5,50 5,50 6,50 5,50 5,50 2,80 2,00 6,60 4,00 6,85 4,15 5,80 4,90 6,60 4,80 10 cm 390 cm 390 cm 390 cm 10 cm 30 cm 2,5 cm 5,50 5,50 6,50 5,50 5,50 1,60 1,80 1,60 1,60 1,80 1,80 1,80 1,80 1,15 1,80 1,80 1,80 1,20 1,80 1,80 1,70 1,80 1,80 1,93 1,80 2,35 1,80 1,80 1,80 1,02 1,65 1,65 1,00 1,80 1,80 1,80 3,00 1,25 2,90 2,90 1,30 3,00 2,30 3,00 6,08 3,00 3,00 ,87 3,00 ,85 3,00 3,00 1,80 1,80 1,15 1,80 1,80 1,80 1,25 1,80 1,80 1,00 1,70 1,70 1,70 1,08 1,80 2,42 1,80 1,80 1,80 1,70 1,80 1,70 1,80 1,80 1,80 3,00 1,20 2,80 3,10 1,30 3,00 2,35 3,00 3,03 3,13 2,90 2,90 2,40 2,40 2,90 2,90 3º ,73 1,80 1,80 1,43 1,80 1,80 1,40 1,80 1,80 1,80 2,37 1,80 1,80 2,22 1,80 1,80 1,17 1,80 1,80 1,80 1,50 1,80 1,80 1,91 1,80 1,80 4,45 .50 ,30 ,40 ,30 ,30 1,80 1,20 1,80 1,90 1,80 1,80 1,49 1,80 1,80 1,80 2,11 1,80 1,80 1,90 1,80 1,80 1,49 1,80 1,80 1,80 1,51 1,80 1,80 1,90 1,80 1,80 1,79 1,80 ,89 1,03 3,00 2,03 3,00 1,60 2,80 2,80 2,57 3,00 2,83 3,00 1,45 2,70 2,74 2,68 2,40 2,40 2,40 2,40 2,80 1,50 3,00 2,50 3,00 1,60 2,90 2,89 2,21 3,00 2,50 3,00 1,60 2,90 2,89 1,61 3,00 2,50 3,00 200 mm 100 mm .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 4,80 6,60 4,90 5,80 4,15 6,85 4,00 6,60 44,12 4,80 4,90 5,80 4,15 6,85 4,00 6,60 3° 5 pulg 50mm 200mm e=5mm d=27mm \A1;0.10 \A1;1.10 \A1;0.40 \A1;0.25 4,55 5,50 6,50 ,60 5,50 5,50 6,50 5,50 5,50 2,80 2,00 5,60 5,50 6,50 ,60 A' B C D D' D D E F G H I J' J 5 5 5 5 5 5 5 5 5 5 5 MURO CALLE CARACAS N - 3.40 N - 6.80 N - 10.20 N - 3.40 N - 6.80 N - 10.20 N ± 0.00 A B C D D' D D E F G H I 5 5 5 5 5 5 5 5 5 5 MURO CALLE BOGOTA J'' N - 3.40 N - 6.80 N - 10.20 N ± 0.00 VIGA DE CIMENTACION TIPO 9 VIGA DE CIMENTACION TIPO 1 \W0.15612; 1 \W0.10850; 9 \A1;ESCALA 1: _____100 \A1;ESCALA 1: _____100 5 5 5 5 5 5 N - 8.40 N - 5.00 N - 1.60 5 5 N - 8.40 N - 5.00 N - 1.60 Ø12 mm@20 cm Mc 206 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 205 Ø12 mm@20 cm Mc 209 1Ø12 mm@20 cm Mc 217 - 219 1Ø12 mm@20 cm Mc 217 - 219 Ø12 mm@20 cm Mc 203 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 202 Ø12 mm@20 cm Mc 201 1Ø12 mm@20 cm Mc 216 - 218 1Ø12 mm@20 cm Mc 217 - 218 MURO CALLE J. DE SALINAS A \W0.15612; 1 2 3 4 5 6 7 8 \W0.10850; 9 MURO CALLE M. LARREA 5 5 5 5 5 5 5 5 N - 3.40 N - 6.80 N - 10.20 N ± 0.00 VIGA DE CIMENTACION TIPO 10 N - 3.40 N - 6.80 N - 10.20 N ± 0.00 VIGA DE CIMENTACION TIPO 15 44,12 \A1;ESCALA 1: _____100 \A1;ESCALA 1: _____100 Ø12 mm@20 cm Mc 214 \W0.15612; 1 2 3 4 5 6 7 8 \W0.10850; 9 5 5 5 5 5 5 5 5 J 5 44.04 1Ø12 mm@20 cm Mc 216 - 218 1Ø12 mm@20 cm Mc 217- 218 Ø12 mm@20 cm Mc 205 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 213 N - 8.40 N - 5.00 N - 1.60 N - 8.40 N - 5.00 N - 1.60 Ø12 mm@20 cm Mc 210 Ø12 mm@20 cm Mc 211 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 205 1Ø12 mm@20 cm Mc 216 - 218 1Ø12 mm@20 cm Mc 217 - 218 \A1;ESCALA H 1: _____100 V 1: _____ 50 A B C D D' E F G H I J' J \W0.15612; 1 2 3 4 5 6 7 8 \W0.10850; 9 \A1;ESCALA 1: ________5 \W3.02734; Detalle de Anclaje 5 pulg \W0.40013; Varilla Ø= 25 mm \A1;ESCALA 1: ________5 \W3.55115; Varrilla de Anclaje \W0.40013; Varilla Ø= 25 mm Long. de roscada= 20.00 cm \W2.29169; \A1;Rosca \A1;\S7#8; \W2.29169; \A1;pulg Tuerca \A1;\W1.04159; Ø int. rosca \S7/8; pulg\S7/8; \A1;ESCALA 1: ________5 \W3.97973; Placa de Anclaje 50mm 200mm e=5mm d=27mm MURO CALLE CARACAS MURO CALLE BOGOTA MURO CALLE M. LARREA MURO CALLE J. DE SALINAS \A1;ESCALA 1: ____500 \W3.47973; PLANTA MANZANA 5 \A1;ESCALA 1: ________50 \W1.81306; DETALLE DE MURO TIPO \W2.02384; Replantillo \W2.02384; 10cm Viga de Cimentación \W1.628; 1Ø10mm@1.00m dos sentidos Mc 220 \W8.521; 1Ø12 mm@20 cm Mc 217 N- 10.20 N- 6.80 N- 3.40 N +/- 0.00 Mejoramiento de suelo Losa de cimentación 5 5 5 5 1Ø12 mm@20 cm Mc 216 1Ø12 mm@20 cm Mc 218 1Ø12 mm@20 cm \W0.40013; Varilla Ø= 25 mm \A1;ESCALA 1: ________5 \W8.06407; Detalle 2 Placa 200mm e= 5 mm \A1;\W1.04159; Ø int. rosca \S7/8; pulg\S7/8; Tuerca MURO ANCLADO Ver detalle 2 TIPOS DE HIERROS: T i p o " G " a g a b a Tipo "L" Tipo "I" NOTAS: \fArial|b0|i0|c0|p34;\H0.9x;\C1;DATOS PARA EL DISEÑO \C256;1.- Sobre carga de diseño ------------- 20 Kg/cm2 2.- Esfuerzo admisible del suelo ------ 1.8 Kg/cm 2 3.- Normas utilizadas: INEN, C.E.C. \C1;ACERO ESTRUCTURAL EN BARRAS \C256;1.- Refuerzo principal hierro corrugado límite de fluencia (4200 Kg/cm2) 2.- Traslape minimo 50 veces el diametros o 70 cm. 3.- Recubrimiento en vigas y columnas 2.5 cm en losas 2 cm. Recubrimiento mínimo en cimentaciones y muros con el suelo 5cm 4.- Esparcimiento minimo de hierros en vigas y losas 2.5 cm, en columnas 4 cm 5.- Presion en el perno al aplicar el torque = 9387 Kg/cm2 \C1;HORMIGON ESTRUCTURAL \C256;1.- Hormigon de replantillo, resistencia a los 28 dias F'c= 140 Kg/ cm2 Resistencia del Hormigon a compresion F'c =280 Kg/ cm2 2.- Tamaño minimo de agregados del Hormigon = 2,5 cm \W5.12632; Varilla Ø 25 mm + rodela y patines ANCLAJE d 5 pulg L= 12.00 m \W5.12632; Varilla Ø 25 mm + rodela y patines ANCLAJE d 5 pulg L= 9.00 m \W5.12632; Varilla Ø 25 mm + rodela y patines ANCLAJE d 5 pulg L= 6.00 m \A1;12.00 \A1;12.00 \A1;0.70 1 d12mm@20cm Mc 202L=12.0 \A1;SIN ESCALA Detalle 1 Traslape de varillas \A1;0.30 \A1;0.50 1Est. d10a .20Mc223 L=1.60 = 6 d16 Mc 221-222 \A1;ESCALA 1: 10 Columna Embebida A' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 g b a a Tipo "O" b RESUMEN DE MATERIALES MANZANA 5 46.70 M3 HORMIGON INYECTADO 46.70 M3 EXCAVACION DE HUECOS 45331.92 KG Nº DE PLACAS DE 20 X 20 X 5mm \A1;Nª TUERCAS d INT. ROSCA \S7#8;' \A1;Nº DE ARANDELAS DE \S7#8;' HORMIGON EN MUROS 407.38 M3 ACEROS EN MUROS Y COLUMNAS 40802.99 KG 279 U 279 U \A1;Nº DE VARILLAS d 25 mm L= 12 m 106 U 95 U 78 U \A1;Nº DE VARILLAS d 25 mm L= 9 m \A1;Nº DE VARILLAS d 25 mm L= 6 m 9998.53 KG \A1;ACERO TOTAL PARA ANCLAJES \W3.52381; DETALLE 7 UNION DE VIGAS EN MURO \W9.05642; \W9.05642; SIN ESCALA MURO SOLDADURA PLATINA METALICA PERFIL CG TIPO 2 PERFIL CG TIPO 1 VER DETALLE UNION DE CORREAS \A1;ESCALA 1: ________10 \W9.537; Detalle 3 Instalación de patines (detalle tipico) \W9.536; \A1;ESCALA 1: S/E Detalle 5 \W1.40476; Patin \A1;Suelda \S1#4; " 10 cm 390 cm 390 cm 390 cm 10 cm 30 cm \A1;ESCALA 1: ________1 \W7.93134; Detalle 4 \A1;Arandela d 40 mm \A1;Varilla d 25 mm \A1;Ver Detalle 4 2,5 cm Long. de roscada= 20.00 cm \W2.29169; \A1;Rosca \A1;\S7#8; \W2.29169; \A1;pulg \A1;Suelda min. \S1#4; " \A1;Platina \S3#4; x 2 mm \W0.40013; Varilla Ø= 25 mm \A1;Platina \S3#4; x 2 mm \W7.93316; Detalle 6 12.00 m \W0.40013; Varilla Ø= 25 mm \A1;ESCALA 1: S/E \A1;Ver Detalle 6 \A1;ESCALA H 1: _____100 V 1: _____ 50 \A1;ESCALA H 1: _____100 V 1: _____ 50 \A1;ESCALA H 1: _____100 V 1: _____ 50 \A1;Ver Detalle 3 \A1;Ver Detalle 5 N 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 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 3º 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 .50 5 ,40 ,30 ,30 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 5 5 5 5 5 5 5 5 5 5 5 5 Ver detalle 7 \A1;HORMIGON EN COLUMNAS EMBEBIDAS \A1;PATINES \S3#4; x 2 mm x 100 mm 12.24 M3 1730 U 1Ø12 mm@20 cm Mc 218 1Ø12 mm@20 cm Mc 218 1Ø12 mm@20 cm Mc 217 1Ø12 mm@20 cm Mc 205 1Ø12 mm@20 cm Mc 204 1Ø12 mm@20 cm Mc 203 1Ø12 mm@20 cm Mc 202 1Ø12 mm@20 cm Mc 201 1Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 205 1Ø12 mm@20 cm Mc 219 1Ø12 mm@20 cm Mc 219 1Ø12 mm@20 cm Mc 217 1Ø12 mm@20 cm Mc 204 1Ø12 mm@20 cm Mc 205 1Ø12 mm@20 cm Mc 208 1Ø12 mm@20 cm Mc 207 1Ø12 mm@20 cm Mc 204 1Ø12 mm@20 cm Mc 206 1Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 207 Ø12 mm@20 cm Mc 208 1Ø12 mm@20 cm Mc 209 Ø12 mm@20 cm Mc 204 1Ø12 mm@20 cm Mc 218 1Ø12 mm@20 cm Mc 218 1Ø12 mm@20 cm Mc 217 1Ø12 mm@20 cm Mc 218 1Ø12 mm@20 cm Mc 218 1Ø12 mm@20 cm Mc 217 1Ø12 mm@20 cm Mc 205 1Ø12 mm@20 cm Mc 207 1Ø12 mm@20 cm Mc 204 1Ø12 mm@20 cm Mc 211 1Ø12 mm@20 cm Mc 210 1Ø12 mm@20 cm Mc 224 1Ø12 mm@20 cm Mc 205 PLANILLA DE ACEROS RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) a b c g Wtot (Kg) = HORMIGON f'c = 210 Kg/cm2 Marca 200 201 L 12 96 4.95 .15 0.00 .00 5.10 489.60 434.76 Observacion 202 L 12 96 7.75 .15 0.00 .00 7.90 758.40 673.46 Observacion 203 L 12 96 6.40 .15 0.00 .00 6.55 628.80 558.37 Observacion 204 I 12 1248 6.00 0.00 0.00 .00 6.00 7488.00 6649.34 Observacion 205 L 12 576 5.85 .15 0.00 .00 6.00 3456.00 3068.93 Observacion 206 L 12 96 3.60 .15 0.00 .00 3.75 360.00 319.68 Observacion 207 I 12 576 7.20 0.00 0.00 .00 7.20 4147.20 3682.71 Observacion 208 L 12 96 6.50 .15 0.00 .00 6.65 638.40 566.90 Observacion 209 L 12 96 7.35 .15 0.00 .00 7.50 720.00 639.36 Observacion 210 L 12 96 8.15 .15 0.00 .00 8.30 796.80 707.56 Observacion 211 L 12 96 3.30 .15 0.00 .00 3.45 331.20 294.11 Observacion 212 I 12 96 4.50 0.00 0.00 .00 4.50 432.00 383.62 Observacion 213 I 12 96 7.00 0.00 0.00 .00 7.00 672.00 596.74 Observacion 214 L 12 96 8.85 .15 0.00 .00 9.00 864.00 767.23 Observacion 215 L 12 96 3.50 .15 0.00 .00 3.65 350.40 311.16 Observacion 216 L 12 801 4.50 .25 0.00 .00 4.75 3804.75 3378.62 Observacion 217 L 12 801 4.50 .45 0.00 .00 4.95 3964.95 3520.88 Observacion 218 I 12 2304 4.20 0.00 0.00 .00 4.20 9676.80 8593.00 Observacion 219 I 12 900 4.20 0.00 0.00 .00 4.20 3780.00 3356.64 Observacion 220 G 10 1600 .15 0.00 0.00 .10 .35 560.00 345.52 Observacion 221 L 16 48 4.50 .25 0.00 .00 4.75 228.00 359.78 Observacion 222 I 16 96 4.20 0.00 0.00 .00 4.20 403.20 636.25 Observacion 223 O 10 552 .45 .25 0.00 .10 1.60 883.20 544.93 Observacion 224 I 12 96 4.85 0.00 0.00 .00 4.85 465.60 413.45 Observacion 0 1443.20 43824.90 0 631.20 0 0 0 0 0 0 0.00 890.45 38916.51 0.00 996.03 0.00 0.00 0.00 0.00 0.00 0.00 40802.99 MARCAS 200 - MUROS MARCAS 200 - COLUMNAS EMBEBIDAS Ø12 mm@20 cm Mc 224 Ø12 mm@20 cm Mc 207 Ø12 mm@20 cm Mc 205 1Ø12 mm@20 cm Mc 205 1Ø12 mm@20 cm Mc 213 1Ø12 mm@20 cm Mc 204 1Ø12 mm@20 cm Mc 215 1Ø12 mm@20 cm Mc 214 1Ø12 mm@20 cm Mc 212 1Ø12 mm@20 cm Mc 205 Ø12 mm@20 cm Mc 215 Ø12 mm@20 cm Mc 204 Ø12 mm@20 cm Mc 205 Ø12 mm@20 cm Mc 212 1Ø12 mm@20 cm Mc 218 200 mm 100 mm \A1;ESCALA 1: ________1\fArial|b0|i0|c0|p34;0 Detalle de abertura en muro de H. A. * \A1;* NOTA: Dimensiones de este detalle a ser determinadas en obra conforme a los p\fArial|b0|i0|c0|p34;l\fArial|b0|i0|c238|p34;anos de Instalaciones Hidrosanitarias 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.628;Refuerzo 1Ø12mm \W1.628; 1Ø12mm@5 cm \W1.628; 1Ø12mm@5 cm 6Ø16 mm Mc 222 23Ø10 mm@10 -20 cm \W4.90994; Mc 223 6Ø16 mm Mc 221 6Ø16 mm Mc 222 \A1;ESCALA 1: ________50 \W2.50353; DETALLE DE COLUMNA \W2.50353; EMBEBIDA RAMPA RAMPA RAMPA N- 10.20 N- 6.80 N- 3.40 N +/- 0.00

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, betonsteine, block, concrete block, dimensions, DWG, forms, retaining, walls