Structural Floor Apartments DWG Section for AutoCAD

Structural Floor Apartments DWG Section for AutoCAD

STRUCTURAL PLANT – plants – sections – details – specifications – designations – dimensions

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

of each cm, of each cm, rods, hide behind, of each cm, rods, rods, of each cm, rods, of step of helice cm, enrace chain, rods, of each cm, load lock tc, rods, of each cm, armed with columns castles, separation detail of stirrups, detail of contratrabe wall of enrace, of enrace, rods stirrups stirrups of each cm, low level, top floor, top technological institute of the costa chica, plane: structural plane, drawing: andres miranda restrooms, review: roman mateos lagoons, scale: dimensions: meters date:, Specifications, will use with the one of maximum added it will be in the coating in shoes of in sera of in columns of cm the template will be cm. with a steel reinforcement will be used with a length of the will be equal squares in case they will be

Raw text data extracted from CAD file:

0.15m 0.20m 0.15m 0.15m 0.30m 0.10m 0.25m 0.30m 0.30m 0.15m 0.20m 0.15m 0.20m 4.63m 2.45m 4.40m 11.48m 2.85m 3.24m 3.25m 1.23m 11.21m 4.63m 2.45m 4.40m 2.85m 3.24m 3.25m 1.23m 11.21m K1 5 5 \A1;ESTRIBOS DE \S1#4;" A CADA 20 CM K2 \A1;ESTRIBOS DE \S1#4;" A CADA 20 CM 5 5 4 VARILLAS DE 3/8" 6 VARILLAS DE 1/2" \W1.93362; TRABE OCULTA \W1.93362; TO 5 5 \A1;ESTRIBOS DE \S1#4;" A CADA 15 CM 6 VARILLAS DE 1/2" C1 5 5 \A1;6 VARILLAS DE 1/2" + 2 VARILLAS DE \S3#8;" \A1;ESTRIBOS DE \S1#4;" A CADA 20 CM C2 5 4 VARILLAS DE 1/2" \A1;ESTRIBOS DE \S1#4;" PASO DE HELICE 10 CM \W1.54221; CADENA DE ENRACE \W1.54221; CE 5 5 4 VARILLAS DE 3/8" \A1;ESTRIBOS DE \S1#4;" A CADA 20 CM \W0.92627; TRABE DE CARGA \W0.92627; TC 5 5 6 VARILLAS DE 1/2" \A1;ESTRIBOS DE \S1#4;" A CADA 20 CM ARMADO DE COLUMNAS Y CASTILLOS DETALLE DE SEPARACION DE ESTRIBOS 0.70 m 0.70 m \A1;SEPARACION A 1/2 \A1;SEPARACION A 1/2 DETALLE DE CONTRATRABE Y MURO DE ENRACE 0.30 m 0.65 m \A1;CADENA DE ENRACE 0.15 m 0.10 m \A1;CONTRATRABE 4 VARILLAS \S1#2;" + 2 VARILLAS \S3#8;" ESTRIBOS DE \S1#4;" A CADA 20 cm 5 5 5 5 5 5 5 5 5 A B B´ C D 1 2 3 4 5 PLANTA BAJA Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 K2 K2 K2 K2 C1 C1 C1 C1 C1 C1 C1 C1 C1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 C2 CE CE CE CE CE CE CE CE CE CE Z1 Z2 PLANTA ALTA C1 C1 C1 C1 C1 C1 C1 TC TC TC TC TC TC TC TC TC TC TC TC TC TC K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 C2 TC TO TO TO K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 K2 5 5 5 A B C D 5 5 5 5 5 1 2 3 4 5 \W2.76965; INSTITUTO TECNOLOGICO \W2.76965; SUPERIOR DE LA COSTA CHICA \W0.16333; PLANO: PLANO ESTRUCTURAL \W2.41903; DIBUJO: ANDRES MIRANDA \W2.41903; BAÑOS \W3.37848; REVISO: ROMANA J, MATEOS \W3.37848; LAGUNAS \W0.68444; ESCALA: 1: 50 ACOTACIONES: \W0.68444; METROS \W4.94634; FECHA: 21 / 10 / 13 ESPECIFICACIONES \A1;CONCRETO: \A1; \A1;-SE USARA \A1;CONCRETO CON UNA \A1;RESISTENCIA A LA \A1;COMPRESION DE 250 \A1;KG / CM2 \A1; \A1;-EL TAMA\A1;Ñ\A1;O MAXIMO \A1;DEL AGREGADO SERA \A1;DE 2 CM (3/4") \A1; \A1;- EL RECUBRIMIENTO \A1;LIBRE EN ZAPATAS \A1;SERA DE 4 CM., EN \A1;CONTRATRABES Y \A1;CADENAS SERA DE 2 \A1;CM., Y EN COLUMNAS \A1;SERA DE 2.5 CM . \A1; \A1;- LA PLANTILLA SERA \A1;DE 6 CM. DE \A1;ESPESOR CON UN \A1;F\A1;´\A1;C= 100 KG/CM2 \A1; \A1;ACERO: \A1; \A1;- SE USARA ACERO \A1;DE REFUERZO CON UN \A1;Fy= 4200 KG/CM2. \A1; \A1;-LA LONGITUD DE LOS \A1;TRASLAPES SERA IGUAL \A1;A 40 DIAMETROS, Y \A1;LAS ESCUADRAS EN \A1;NINGUN CASO SERAN \A1;MENORES A 12 \A1;DIAMETROS

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	apartments, autocad, base, designations, details, dimensions, DWG, floor, FOUNDATION, foundations, fundament, plant, plants, section, sections, specifications, structural