AlbaÑIleria Armada DWG Detail for AutoCAD

AlbaÑIleria Armada DWG Detail for AutoCAD

DETAIL OF FOUNDATION AND WALLS FOR A HOME USING A MASONRY SYSTEM NAVY IN BLOCKS

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

antonio blanco blasco, drawn, design, scale, revisions, stamp and signature, plan:, project:, nnn, engineers, nnn, xyz, date, month ‘ab, colors, inkjet plotter, the exterior white frame, scale:, note :, plotting, masonry unit: concrete block b iii, horizontal joints, masonry, coatings, liquid concrete: cement: sand: stone, mortar,: cement: lime: sand, technical specifications, reinforced concrete, in meeting walls, horizontal reinforcement detail, horizontal reinforcement, concrete block, foundations, general note, – for the first and second floors. all, liquid concrete in walls, alveolus without, liquid concrete, alveolus filled with, note.- for the foundation trace see architectural plan., for cases where no cuts are indicated, detail of the foundation, parapet, notes, where Indicate., partition, independent of the structure, first stage, second stage, vertical in foundation, reinforcement anchor detail, walls, reinforcement, vertical overlap, see

Raw text data extracted from CAD file:

ANTONIO BLANCO BLASCO DIBUJADO INGENIERO CIVIL C.I.P. 12748 ANTONIO BLANCO BLASCO DISENO 1/ABC ESCALA REVISIONES SELLO Y FIRMA PLANO : PROYECTO : N N N N N N N N N N N N INGENIEROS E-0 NNN XYZ PROYECTO N° FECHA MES 'AB \A1;L \A1;L \A1;L \A1;.39 \A1;.19 \A1;.40 \A1;.14 \A1;.50 \A1;.50 \A1;.60 \A1;.70 \A1;.50 \A1;.40 \A1;.50 \A1;.60 \A1;.40 \A1;.40 \A1;.19 \A1;VER PLANTA \A1;VER PLANTA \A1;.60 \A1;.40 \A1;.10 \A1;.14 \A1;.60 \A1;.40 \A1;.10 \A1;.14 \A1;VER PLANTA \A1;.60 \A1;.40 \A1;.10 \A1;.19 \A1;.60 \A1;.50 \A1;.50 \A1;.70 \A1;.70 \A1;.50 \A1;.50 \A1;.50 \A1;.60 \A1;.60 \A1;.70 \A1;.60 \A1;.19 \A1;.20 \A1;Lv COLORES 3 1 2 INKJET PLOTTER .30 .70 .18 .40 EL MARCO BLANCO EXTERIOR EL "WINDOW" DEBE SER DESDE 1000=50 ESCALA : NOTA : PLOTEO 4 5 7 6 .50 .20 .60 FORMATO A1 SOBRECARGA S/C = INDICADO PARA d1/2" PARA d3/8" \A1;.40 .50 .60 PARA d5/8" UNIDAD DE ALBAÑILERIA: BLOQUE DE CONCRETO B III EMPALMES HORIZONTALES ALBAÑILERIA ALIGERADO 2cm. RECUBRIMIENTOS CONCRETO LIQUIDO : CEMENTO: ARENA: PIEDRA f'b = 70 Kg/cm2 (medido sobre área bruta) MORTERO 1 : 1/2 : 4 SLUMP = 9 PULGADAS 1 : 2 1/2 : 1 1/4 : CEMENTO: CAL: ARENA (TAMAÑO MAX. 3/8'') f'm = 100 Kg/cm2 ESPECIFICACIONES TECNICAS TERRENO wt = 1.5 Kg/cm2(ver estudio de suelos) CONCRETO ARMADO ACERO fy = 4,200 Kg/cm2 f'c=175 Kg/cm2. 2.46388138988727 EN ENCUENTRO DE MUROS DETALLE DE REFUERZO HORIZONTAL d L (mts.) 2.46388138988727 1/2" 2.46388138988727 0.60 0.50 5/8" 0.40 L (mts.) 3/8" d 3/8"d CADA 2 HILADAS H2 H1 REFUERZO HORIZONTAL 1/2"d CADA 4 HILADAS 14 x 39 x19 cm. -13.66393697220452 BLOQUE DE CONCRETO -17.06150933774039 -13.66393697220452 1/2" JUNTA 1cm. 3/8" 1/2" 1/2" 3/8" 3/8" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 3/8" JUNTA 1cm. 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 3/8" 3/8" 3/8" 3/8" 1/2" 3/8" 3/8" 3/8" 1/2" 1/2" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 3/8" 3/8" 3/8" 1/2" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 3/8" 3/8" 3/8" 1/2" 1/2" 3/8" 3/8" 1/2" 1/2" 3/8" H1 H2 H2 H2 H2 JUNTA 1cm. 1/2" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" JUNTA 1cm. 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" REFUERZO DE MUROS 2° PISO C I M E N T A C I O N REFUERZO DE MUROS 1° PISO NOTA GENERAL - PARA EL PRIMER Y SEGUNDO PISO. TODOS LOS CONCRETO LIQUIDO EN MUROS ALVEOLO SIN CONCRETO LIQUIDO ALVEOLO RELLENO CON CONCRETO LIQUIDO NOTA.- PARA EL TRAZO DE CIMENTACION VER PLANO DE ARQUITECTURA. Junta 1 cm. Junta 1 cm. 1 1 1 1 1 1 1 1 2 2 0.0 0.0 0.0 0.0 0.0 0.0 -0.1488160134357486 0.0 0.0 0.0 0.0 2 2 2 2 1 1 2 2 PARA CASOS DONDE NO SE INDICA CORTES 0.0 -0.4161820365623896 -0.4161820365623896 -0.4161820365623896 DETALLE DE CIMIENTO CORRIDO -0.4161820365623896 f'c=100 kg/cm2 + 30% de piedra grande f'c=175 kg/cm2 + 1/4"d:@.20 4d3/8'' -0.4161820365623896 0.3733342716820793 -0.4161820365623896 -0.4161820365623896 -0.4161820365623896 -0.6161820365623782 0.0 0.0 0.0 0.0 5 1/4"d:1@.05, 4d3/8''(CORTE 2-2) Rto@.20 CORTE 1-1 f'c=100 kg/cm2 + 30% de piedra grande 3/8" 3/8" 1/2" H1 1/2" 1/2" 3/8" 3/8" EXCEPTO LOS INDICADOS EN PLANTA COMO H1 ó H2 MUROS LLEVAN REFUERZO HORIZONTAL H3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2 2 0.0 0.0 0.0 0.0 0.0 3/8" PARAPETO 1.- EL CERCO, LOS TABIQUES Y PARAPETOS SERAN MEDIANTE JUNTAS LIMPIAS DE 1 cm. NOTAS 2.- EL REFUERZO VERTICAL DE LOS TABIQUES NO ANCLA EN EL TECHO, TERMINANDO 2 HILADAS ANTES. DONDE SE INDIQUE. 3/8" PARAPETO 3/8" 3/8" PARAPETO 3/8" 3/8" 3/8" PARAPETO 3/8" PARAPETO 3/8" 3/8" TABIQUE 3/8" 3/8" INDEPENDIZADOS DE LA ESTRUCTURA 3.- EL REFUERZO HORIZONTAL; SOLAMENTE EN LOS PARAPETOS, ES DE d3/8'' Y SE ALOJA EN LA ULTIMA HILADA. PRIMERA ETAPA SEGUNDA ETAPA Junta 1 cm. 3/8" PARAPETO 3/8" 3/8" PARAPETO 3/8" 3/8" 3/8" PARAPETO 3/8" 3/8" PARAPETO VERTICAL EN CIMIENTO CORRIDO DETALLE DE ANCLAJE DE REFUERZO -0.5663355628298206 DE MUROS -0.5656871518537656 REFUERZO TRASLAPE VERTICAL d 1/2" 3/8" 0.60 Lv (cms.) 0.75 VER 3/8"d CADA 4 HILADAS H3 H2 H2 H2 4d1/2''(CORTE 1-1) CORTE 2-2 3/8"

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, blocks, casa, chalet, DETAIL, dwelling unit, DWG, FOUNDATION, haus, home, house, logement, maison, masonry, modulation, residên, residence, system, unidade de moradia, villa, walls, wohnung, wohnung einheit