Perimeter Fences Masonry Bricks DWG Detail for AutoCAD

Perimeter Fences Masonry Bricks DWG Detail for AutoCAD

Details – specifications – sizing – Construction cuts

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

with uninterrupted water days, seated with mortar with cm joints., walls ……………… will be made of clay brick type, ………. will be of simple concrete of, total volume, big stones of, c: h simple concrete, cement will be of concrete cycle., mortar …………….., manposteria, reinforcement coatings, concrete emptied in the ground cm., beams …………………. cm., columns lateral beams …………… hours, in general, overload, cured, stripping, reinforcement f, ground ……………….. tt according to terrain, fc, concrete … f’c, general technical specifications, materials, rest type, will be emptied between jagged walls, all columns are anchored in the foundation, column table, kind, note:, floor, kind, see section, kind, rest type, kind, esc:, kind, esc:, esc:, kind, date: august, scale:, foundations, flat:, responsible professional:, owner:, Location:, draft:, protection enclosure i.e. cayarani, esc:, door foundation, armed uprising, foundation, e.g., esc:, rsto, esc:, elevation with typical fencing, column, anchor confinement, see, table stirrups, beam, columns …………………. cm., foundation, e.g., foundation, overcoming, reinforced, overcoming, reinforced, overcoming, reinforced, typical foundation, column section, beam section, entry, perimeter fence, beam sill, typical caravista wall, see specification, tarred beam, overdue, metal door with iron, see specification, tartered column, niv sidewalk. see, nfp., natural level of terrain, nfp.

Raw text data extracted from CAD file:

\A1;0.15 \A1;0.40 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.50 \A1;0.25 0.15 0.20 2.00 0.15 0.20 0.35 \A1;0.50 \A1;0.90 \A1;0.10 \A1;0.10 0.15 \A1;0.50 \A1;,15 \A1;0.90 \A1;0.15 \A1;0.20 0.03 Con agua , 7 dias ininterrumpidos (minimo) Asentado con Mortero PIC, con Juntas de 1.5 cm. MUROS .................. Sera de ladrillo de arcilla cocido tipo K-K, 24 X 19 X 9 SOBRECIMIENTO .......... Sera de Concreto Simple de C:H=1:8 Volumen total b) Piedras Grandes de 20 cm.(Max.), 30% del a) Concreto Simple de C:H = 1:10 CIMENTO CORRIDO ........ Sera de Concreto Ciclopeo. MORTERO ................. (PIC) Cemento--Arena = 1:5 (En Volumen) MANPOSTERIA ............... Tm = 35 Kg/cm2 RECUBRIMIENTOS DEL REFUERZO a) Concreto Vaciado en el suelo ....................7.5 cm. b) Vigas ...................... 2.5 cm. Columnas y Vigas laterales ............... 24 horas En General ................................200 Kg/m2 SOBRECARGA CURADO DESENCOFRADO REFUERZO .................... f'y = 4200 Kg/cm2 TERRENO .................... Tt = 1.8 Kg/cm2 (Asumido segun terreno colindante) f'c = 175 Kg/cm2 (Concreto Armado) CONCRETO ..................f'c = 140 Kg/cm2 (C° Simple) ESPECIFICACIONES TECNICAS GENERALES MATERIALES TIPO 2 d 1/4": 1 @ .05, 3 @ 0.10, 2 @ 0.15 resto @ 0.20 c/e TIPO 1 d 1/4": 1 @ .05, 4 @ 0.10, 2 @ 0.15, resto @ 0.20 c/e y seran vaciadas entre muros dentados Todas las Columnas se Anclaran en el cimiento corrido (ensanches) CUADRO DE COLUMNAS TIPO 1 NOTA: PISO 4 d1/2" +2 d3/8" b x t = .25 x .50 - o 1 TIPO C1 b x t = Ver Seccion 4 d1/2" + 4 d3/8" TIPO 3 TIPO 2 4 d1/2" b x t = .15 x .40 C2 C3 TIPO 3 2 (d 1/4": 1 @ .05, 3 @ 0.10, 2 @ 0.15 resto @ 0.20 c/e) 5 5 5 5 TIPO 3 4Ø1/2" C-3 Esc: 1/25 C-1 5 TIPO 1 4d1/2" 5 Esc: 1/25 C-2 Esc: 1/25 TIPO 2 4Ø1/2" 5 5 4Ø3/8" FECHA: AGOSTO - 2008 ESCALA: 1/50 - 25 E-02 CIMIENTOS Lugar___________CAYARANI Distrito__________CONDESUYOS Distrito__________CAYARANI Región___________AREQUIPA PLANO: PROFESIONAL RESPONSABLE: PROPIETARIO: UBICACION: PROYECTO: CERCO DE PROTECCION I.E.I. CAYARANI Esc: 1/25 CIMIENTO EN PUERTAS SOBRECIMIENTO ARMADO F'c=175 Kg/cm2 CIMIENTO CORRIDO F'c=100 Kg/cm2+30% P.G. Esc: 1/25 4ø3/8" 5 5 d 1/4": 1 @ .05, 4 @ 0.10 Rsto @ 0.20 c/e VS Esc: 1/20 ELEVACION CON CERCO TIPICO DE COLUMNA (TIP.) ANCLAJE Y CONFINAMIENTO .20 .20 Ver Cuadro estribos VIGA .20 .20 c) Columnas ...................... 2.5 cm. CIMIENTO CORRIDO F'c=100 Kg/cm2+30% P.G. CIMIENTO CORRIDO SOBRECIMIENTO REFORZADO F'c=175 Kg/cm2 2Ø3/8" Ø1/4" a 0.20 5 a.20 Sobrecimiento Reforzado 0.20 SOBRECIMIENTO REFORZADO F'c=175 Kg/cm2 CIMENTACION TIPICA SECCION DE COLUMNAS SECCION DE VIGAS INGRESO CERCO PERIMETRICO 5 VIGA SOLERA .15 X .20 MURO CARAVISTA TIPICO ver especificacion viga tarrajeada sobrecimiento tarrajeado 5 5 PUERTA METALICA CON PLANCHA VER ESPECIFICACION 2Ø3/8" columna tarrajeada NIV. VEREDA. Ver Arq° 5 5 \LCC - 2 5 5 5 NFP. 5 \LCC - 1 5 ,15 5 5 5 NIVEL NATURAL DEL TERRENO NFP. 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, brick walls, bricks, construction, constructive details, cuts, DETAIL, details, DWG, fences, masonry, mur de briques, panel, parede de tijolos, partition wall, perimeter, siege, sizing, specifications, ziegelmauer